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HomeMy WebLinkAboutEvaluation Report PECEI`,'-7D APR 0 2017 h � e IMES Evaluation Report ESR-1535 Reissued January 1, 2010 This report is subject to re-examination in two years. www.icc-es.org 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 05—METALS strengths and dimensional details; and Table 1 for base- Section:05400—Cold-Formed Metal Framing metal thicknesses. The studs and joists are manufactured Section:05410—Load-Bearing Wall Framing with and without web punch-outs. The tracks and joists Section:05420—Cold-Formed Steel Joists have the same shape as the studs, except the flange stiffeners of the track are not formed at the location of each DIVISION: 09—FINISHES stud. See section designations, steel yield strengths gross, Section:09110—Non-Load Bearing Wall Framing effective, and torsional section properties in Table 2. REPORT HOLDER: 3.2 Steel Members: NUFRAME® members and structural framing accessories NUCONSTEE0 CORPORATION are cold-formed from steel coils conforming to ASTM A 525 SOUTH LOCUST 653, ASTM A 875, ASTM A 1003 or ASTM A 1039. All DENTON,TEXAS 76201 galvanizing, is minimum of a G60 coating for all products, (940)891-3050 except that the coating is G40 for interior nonload-bearing www.nuconsteel.com wall studs with 5 psf maximum transverse load. All steel has a minimum specified yield strength of 33 ksi (230 EVALUATION SUBJECT: MPa), 50 ksi (345 MPa) or 70 ksi (480 MPa). Steel members are available in design base-metal thicknesses NUCONSTEEO NUFRAME® 350NF150, 55ONF150 AND ranging from 0.0219 inch to 0.0451 inch (0.556 mm to 60ONF150 STEEL STUDS,TRACKS AND JOISTS 1.146 mm). All member dimensions and profiles are as shown in Figure 1. 1.0 EVALUATION SCOPE 3.3 Connections: Compliance with the following codes: 3.3.1 Steel Screws: No. 8, 10 and 12 Type S, 1/2-inch- ■ 2006 International Building Code®(IBC) long (28.6 mm) steel screws must conform to ASTM C ■ 2006 International Residential Code®(I RC) 1513. The nominal strength of the screw itself must be at least 3.75 times the allowable loads listed in Table 9. Properties evaluated: 3.3.2 Welds: Welds must conform to AWS D1.3-98 ■ Structural Structural Welding Code—Steel Sheet for fillet and flare ■ Fire resistance groove welds. See Table 10 for fillet and flare groove weld connection values. 2.0 USES 4.0 DESIGN AND INSTALLATION The NUCONSTEEO NUFRAME®steel members are used as interior and exterior wall studs, tracks, and floor and 4.1 General: ceiling joists to support the code-required appropriate axial, The studs, tracks and joists must be installed in lateral, floor and ceiling design loads determined in accordance with the applicable code, the approved plans accordance with ASD load combinations. The structural and this report. The approved plans and this report must design of the steel studs,tracks and joists described in this be made available at the jobsite at all times. report complies with Section 2210 of the IBC, and Section 4.2 Design: R301.1.3 of the IRC. 3.0 DESCRIPTION Structural capacities must be determined in accordance with AISI-NAS based on structural properties indicated in 3.1 General: Table 2 of this report. Web crippling details and maximum The products that are recognized in this report are limited web crippling loads are described in Tables 3A and 313 and to those products noted in Table 2 as fabricated in the Figures 2 and 3. As an alternative, structural uses may be NUCONSTEEO Denton, Texas, manufacturing facility. determined in accordance with Section 4.2.1, 4.2.2, 4.2.3 The studs, tracks and joists are cold-formed from steel or 4.2.4. coils, and have been designed in accordance with Section 4.2.1 Nonload-bearing Wall Heights: Allowable wall 2210 of the IBC. See Figure 1 for stud, track and joist heights for interior nonload-bearing wall design are shown configurations; Table 2 for recognized products, yield in Table 4. Allowable limiting wall heights for nonload- ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they edasan endorsement ofthe subject ofthe report ora recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,expre. ��tr5to anyfinding or other matter in this report,or as to any product covered by the report. �`IL Copyright©2010 Page I of 42 ESR-1538 I Most Widely Accepted and Trusted Page 2 of 42 bearing curtain walls are shown in Table 5. In addition, 5.3 Bare (uncoated) minimum steel thickness of cold- web crippling effects based on bearing lengths must be formed members as delivered to the jobsite shall be determined in accordance with Tables 3A and 3B. at least 95 percent of the thickness used in design. 4.2.2 Load-bearing Wall Studs: Shown in Tables 6A 6.4 Complete plans and calculations verifying compliance through 6C are allowable axial loads combined with lateral with this report must be submitted to the code official loads for various heights and stud spacings based on for each project. The calculations and drawings must mechanical bracing at a maximum of 48 inches(1219 mm) be prepared and sealed by a registered design on center and sheathing on both sides for lateral stability, professional where required by the statutes of the with the design complying with Section C5 of the AISI- jurisdiction in which the project is constructed. NAS. In addition, web crippling effects based on bearing 5.5 Stud member end reactions, resulting from allowable lengths must be determined in accordance with Tables 3A heights and loads, as noted in the tables, must be and 3B. checked with the web crippling tables. 4.2.3 Floor Joist Spans: Allowable floor joist spans for 5.6 Joist member end reactions, resulting from allowable various loads,joist spacing and span conditions are noted lengths and loads, as noted in the tables, must be in Tables 7. checked with the web crippling tables. 4.2.4 Ceiling Spans:Allowable ceiling spans for 10 psf, 5.7 Jobsite manufacturing of studs, tracks or joists is 15 psf and 20 psf (479 Pa, 718 Pa and 958 Pa) total outside the scope of this report. loading, U240 and U360 deflection limits, various spacing and span conditions are noted in Table 8. 6.0 EVIDENCE SUBMITTED 4.3 Fire-resistance Rated Construction: Data in accordance with the ICC-ES Acceptance Criteria NUCONSTEEO NUFRAME® studs may be used in fire- for Steel Studs, Joists and Tracks (AC46), dated February resistance-rated construction where nonload-bearing, 2007(editorially revised April 2008). noncombustible studs of comparable size, shape and 7.0 IDENTIFICATION thickness are indicated in Table 720.1(2)of the IBC. Each stud,joist and track shall have a legible label, stamp 5.0 CONDITIONS OF USE or embossment, at a maximum of 48 inches(1219 mm)on The NUCONSTEEL ® NUFRAME® steel members center, indicatina the manufacturer's name(or trade name) described in this report comply with, or are suitable (NUCONSTEEL or NUFRAME; the evaluation report alternatives to what is specified in, those codes listed in number (ESR-1538); the acronym "ICC-ES"; material Section 1.0 of this report, subject to the following minimum base-metal thickness (uncoated) in decimal conditions: thickness or mils; minimum specified yield strength [if greater than 33 ksi (228 MPa)]; and coating grade (if G60 5.1 Allowable heights and loadings must comply with the or greater). In addition, each lift or bundle of studs, joists tables in this report. and tracks with a yield strength greater than 33 ksi (228 5.2 Studs, joists and tracks must be installed in MPa) shall indicate the ASTM or other specification accordance with this report, the applicable code and designation by painting, decal, tagging or other suitable approved plans. In the case of a conflict between this means. report and the plans submitted for approval, this report governs. ESR-1538 I Most Widely Accepted and Trusted Page 3 of 42 TABLE NOTES The notes below apply to all of the tables in this report unless noted otherwise. 1. The yield strength(33 ksi, 50 ksi or 70 ksi)used to calculate the tabulated values is indicated in the tables. 2. When provided,factory 11/8-inch-diameter-punch-outs will be located along the centerline of the webs of the members and will have a minimum of 18 inches clear distance between punch-outs. The minimum distance between the end of the member and the near edge of the web punch-out is 10 inches. 3. If the design is based upon yield strength of 50 ksi or 70 ksi, the 50 ksi or 70 ksi steel must be specified by the contractor/purchasers[i.e.,350NW150-43(50 ksi)]. 4. For SI dimensions: 1 inch=25.4 mm, 1 inch =645.16 mm2, 1 inch = 1.64 x 104 mm3, 1 inch =4.16 x 105 mm4, 1 inch =2.69 x 108 mm6, 1 foot=304.8 mm, 1 kip=4.448 kN, 1 inch-kip=0.113 kN-m, 1 plf= 14.6 N/m, 1 psf=4.88 kg/m2, 1 ksi=6.89 MPa. DEFINITIONS OF SYMBOLS USED IN TABLES Gross properties: Ixx: Moment of inertia of the gross section about the X-X axis(strong axis). Rx: Radius of gyration of the gross section about the X-X axis. lyy: Moment of inertia of the gross section about the Y-Y axis(weak axis). Ry: Radius of gyration of the gross section about the Y-Y axis. Sxx: Section modulus about the X-X axis(strong axis). Effective properties: Ixx: Moment of inertia for deflection calculations about the X-X axis. Sxx: Effective section modulus about the X-X axis(strong axis)at Stress=Fy. Ma: Allowable Bending Moment=Sxx Fy/S2b, where Fy=Yield Strength of steel studs and Ob= 1.67 as specified in Section C3.1 of AISI-NAS(Procedure 1). Va: Allowable Shear Load. Ycg: Maximum distance from the outside of the compression flange to the center of gravity of the effective section. Torsional properties: J: St.Venant Torsional Constant. Cw: Torsional warping constant. Xo: Distance from the shear center to the centroid along the principal X-axis. Ro: Polar radius of gyration about the shear center. R: 1-(Xo/Ro)2 ESR-1538 Most Widely Accepted and Trusted Page 4 of 42 OAR (11.11 mm) 60ONF150 E 1.85" 00 (47.0 mm) 6.0" (152.4 mm). 0.26' (8.35 mm) 550NF150 aE 1.85" (47.0 mm) L--- 5.5U" (1393 mm) 0.25 (6.35 mm) 5O N F 1.50 E E 1= 0.98" CD (24.9 mm) 3.50" (88.9 mm) FIGURE 1—NUFRAME®STUD PROFILES ESR-1538 Most Widely Accepted and Trusted Page 5 of 42 NyRqm P�RMJO>ST --� NUF�AtE N✓AiLT t'PLATE t WALLFONUMT ROORJW NLMNVE a 3 miRA?t'E. j WMSTFMO WALLSttJO' � ! IIfiWW.LL� E WALLSM f ff*E F110012K%�1' NlfFf3l4UE a , wwsfffm ICE— RMJM WALL 10PRATEMME \ ROORJOISf f� m NUFFNE WIILTiOPPLATE a NJFM l WALLsiW QlP 1= NOTE ALL CMECTIONS TO BE DESIGNED WA1LSIW FIGURE 2—NUFRAME®WEB STIFFENERS ESR-1538 I Most Widely Accepted and Trusted Page 6 of 42 ��,� ,• ` y1.6 n ,,• n h i1.6 ` ' O 00 ,i•�" pp 'j' Q n �n h 06n NOTE: ALL CONNECTIONS TO BE DESIGNED CONDITIONS: Q ONE-FLANGE LOADING OR REACTION END Q z ONE-FLANGE LOADING, OR REACTION — INTERIOR Q TWO—FLANGE LOADING OR REACTION — END 4 TWO- FLANGE LOADING OR REACTION — INTERIOR. REFER TO `.2001 AISI—NASPEC WITH 2O04 SUPPLEMENT, SECTION C3.41 FOR` MORE INFORMATION FIGURE 3—NUFRAME®WEB CRIPPLING CONDITIONS ESR-1638 I Most Widely Accepted and Trusted Page 7 of 42 TABLE 1 -BARE METAL THICKNESS MINIMUM THICKNESS! DESIGN REFERENCE (in) (Mils) THICKNESS(in) GAGE 0.0208 21 0.0219 24 0.0269 27 0.0283 22 0.0329 33 0.0346 20 structural 0.0428 43 0.0451 18 1.Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness of base metal delivered to the jobsite. TABLE 2-SECTION PROPERTIES' Design Fole Torsional Properties Section Thickness Area Weight Ixx Sxx Rx lyy Ry Jx1000 Cw Xo m Ro (in.) (in') (Ibfft) (in`) (in3) (in) (In) (in) (In) (in) (in) (in) (in) 8 350NF150-21 0.0219 0.149 0.51 0.297 0.168 1.414 0.041 0.525 0.024 0.102 -1.039 0.632 1.831 0.678 350NF150-27 0.0283 0.191 0.65 0.381 0.215 1.41 0.052 0.522 0.051 0.129 -1,031 0.628 1.824 0.68 350NF150-33 0.0346 0.233 0.79 0.461 0.26 1.407 0.063 0.519 0.093 0.154 -1.024 0.624 1.816 0.682 350NF150-43 1 0.0451 0.301 1.02 0.591 0.334 1.401 0.079 1 0.513 0.204 0.195 -1.012 0.617 1.803 1 0.685 550NF150-213 0.0219 0.192 0.65 0.834 0.303 2.086 0.047 1 0.493 0.031 0.277 -0.866 0.551 2.311 0.86 550NF150-27 0.0283 0.247 0.84 1.070 0.388 2.082 0.059 0.489 0.066 0.351 -0.859 0.547 2.305 0.86 5SONF150-33 0.0346 0.301 1.02 1.299 0.471 2.078 0.071 0.486 0.120 0.422 -0.852 0.543 2.298 0.86 550NF150-43 0.0451 0.390 1.33 1.672 0.607 2.071 0.090 0.480 0.264 0.534 -0.841 0.537 2.286 0.87 600NF150-213 0.0219 0.211 0.72 1.081 0.360 2.264 0.059 0.527 0.034 0.431 -0.947 0.603 2.510 0.86 600NF150-273 0.0283 0.272 0.92 1.367 0.462 2.260 0.075 0.524 0.072 0.548 -0.941 0.599 2.504 0.86 600NF150-33 0.0346 0.331 1.13 1.685 0.562 2.256 0.090 0.521 0.132 0.660 -0.934 0.595 2.497 0.86 60ONF150-43 0.0451 0.429 1.46 2.171 0.724 2.250 0.114 0.516 0.291 0.837 -0.924 0.589 2.486 0.86 Design 33kst Effective Propertiess,s•' 60 ksi Effective Propertiesss•r 70 ksi Effective Propertiess,s,r Section Thickness Ixx° Sxx Ma Va Ycg Ixx° Sxx Ma Va Ycg Ixx° Sxx Ma Va Ycg (in.) (in`) (in') (in-k) (lb) (in) Pn`) (in') (In-k) (lb) (in) (in°) (in') (In-k) (lb) (in) 350NF150-21 0.0219 0.273 0.125 2.47 280 1.977 0.264 0.104 3.12 280 2.121 0.256 0.091 3.81 280 2.228 350NF150-27 0.0283 0.365 0.175 3.46 606 1.912 0.344 0.160 4.79 606 1.972 0.334 0.138 5.77 606 2.091 350NF150-33 0.0346 0.452 0.223 4.40 1 1024 1.879 0.432 0.206 6.17 1112 1.929 0.411 0.194 6.15 1112 1.967 350NF150-43 0.0451 0.583 0.311 6.15 1739 1.821 0.579 0.283 8.49 2141 1.884 0.558 0.266 11.15 2477 1.925 550NF150-213 0.0219 0.792 0.192 3.80 176 3.289 0.714 0.162 4.86 176 3.487 0.649 0.143 1 5.98 176 3.635 550NF150-27 0.0283 1.045 0.294 5.81 381 3.065 1.005 0.246 7.35 381 3.285 0.938 0.214 8.98 381 3.447 550NF150-33 0.0346 1.275 0.414 8.18 698 2.865 1.246 0.345 10.33 698 3.102 1.210 0.298 12.50 698 3.279 550NF150-43 0.0451 1.650 0.572 11.30 1551 2.816 1.640 0.530 15.86 1551 2.890 1.599 0.472 19.77 1551 3.023 60ONF150-213 0.0219 0.994 0.252 4.97 161 3.506 0.939 0.220 6.59 161 3.675 0.884 0.197 8.24 161 1 3.812 600NF150-273 0.0283 1.336 0.372 7.35 349 3.321 1.302 0.321 9.62 349 3.510 1.249 0.282 11.81 349 1 3.674 600NF15033 0.0346 1.652 0.481 9.51 639 3.231 1.629 0.416 12.45 639 3.421 1.574 1 0.370 15.52 639 1 3.569 600NF150A3 0.0451 2.170 0.688 13.60 1419 3.082 2.144 0.608 18.20 1419 3.250 2.123 1 0.533 1 22.34 1 1419 1 3.418 1.Section properties comply with the 2001 AISI-NASPEC with 2004 Supplement for recognition under 2006 IBC and 2006 IRC. 2. Full properties are based on the full,unreduced cross section of the members,away from web punch-outs. 3.Web-height to thickness ratio exceeds 200,therefore,when used as flexural members,web stiffeners are required at all support points and concentrated loads per Section B1.2(b)l of 2001 AISI-NASPEC with 2004 Supplement. 4. Effective Moment of Inertia about the X-X axis used for deflection calculaflons. 5. Effective section properties of 33 ksi members are not permitted to be used with the 50 ksi or 70 ksi members and effective section properties of 50 ksi members are not permitted to be used with 70 ksi members. 6. Effective properties of all sections are based on punched sections. 7. Effective properties include the strength increase from cold-work of forming per AISI-NASPEC section A7.2 where applicable. ESR-1538 Most Widely Accepted and Trusted Page 8 of 42 m l i l i I I I I � nmmmnm I I I I fco mo o m loo m'O "q� °m'n - s m o m N P no N n o o en m m v II N�m'1 m m 10 fV f0 rn d N m m ltf n M b m m N O� N W Iqi tOD O$ N m aD N N h li m c N NQ� m m N�h N C N� tNO IV V M Nn tNDN NO m K f lVV J 3 m o v romp m tOp VV nm o o� .-N p t0 U u a �NmN N m Nn (O�O tV V �O m� N� tp b O � � N Q o � m CmOIm �ppmm Nm ap{ CJ� N mm I�O my Z II U W IL Jn n R m N (V m V ryry tD a� m 0 m � m N o m N^N .m- gym() V— N ONm1--r-1, m 0 N O N ONi N m �+ E � � O, E a z m l l l l l ! i t tNONN� N I I-I I m NO m Nm S NIN oN NQ 'on�im z a d E E N C C P n N A NN IfV V lh n N f` Q m a 2 � n E w E E c� E o r, w O q o E Zuni < u RV m m[il n O s g _ 6 cml N H N m N V V o o c m H w 0 m = w a—a—o -a—a -a -a we we we we we we we w` w` we we we we we we w` we we — 3 E .. o g E $ 12 t — $ 0 io E _ _ 2' _ m c c c c m c m c c c c m e c m e m e c o 0 ti 12 m .r w _ S F J mn wn �� wn rnn rnn �m rnn rnn rnn an �m rnn rnn �� �n rnn w� 5 a ''t Q g22 m W Na' m W mK mR' NR' a' NR' c� cR' LL' a' NR' m K ryR' R' m K ryR' 2 F o. rn IL IL IL a: am LL IL LL IL a: E $ f4 G b b 6 G d L b G b L G 6 L b b b N I-3- O H O 1- O H o 13- o H is g m m m N @ E E g c o f o O o 0 0 0 E m — E� aE E n - `5 — E E E o g d v g m m E `a° n c — m rn z z z W n — 2 m N U f J IL IL LL � � LL. N N m n m m m m ip m N a z � N m 4 6 6 r m N w TABLE 3B-ALLOWABLE WEB CRIPPLING LOADS(Ibs)BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC-BACK-TO-BACK MEMBERS M Design Fy=33 ksi F,=50 ksi Fy=70 kst N Section Thickness Load Cases/Reactions Bearing Length(in.) Bearing Length(in.) Bearing Length(in.) Cco 4 (in.) 1 1 1.5 3.5 4 6 1 1.6 3.5 4 6 1 1.5 3.5 4 6 - One-Flange Loading or End 332 381 - - 503 577 - 704 808 -- - 35ONF150.21 0.0219 Reaction Interior 354 374 -- 1 1 _ 1.2 536 566 -- 1 1 1,2 750 793 1 _ 1 1.2 O Two-Flange Loading or End 159 ,171 1 1 - 1.2 240 259 1 -- 1 -- 1,2 336 363 - 1 - 1 -- 1.2 ^ Reaction Interior 326 3 3523 -_ 1,3 - 1.3 - 1.2.31 494 3 533 3 - 1.3 -_ 1.3 - 1.2,3 692 3 7463 - 1.3 -_ 1,3 1.2.3 One-Flange Loading or End 534 609 -- 1 - 1 1,2 809 923 - 1 1133 1292 - 1 - 1, C 1 1 - 1.2 914 961 1 1 -- 1,2 1279 1345 1 -- 1 _ 1.2 Reaction Interior 603 634 1 - 1 - 1,z 279 345 350NF15427 0.0283 Two-Flange Loading or End 291 312 - 1 - 1 - 1,2 441 473 1 - 1 - 1.2 Reaction Interior 609 31 653 3 - 1.3 -_ 1.3 -_ 1,2,3 923 3 990 3 - 1,3 - 1,3 - 1.2.3 1292 3 13863 - 1.3 1.3 1.2.3 One-Flange Loading or End 773 1 878 -- - 1171 1330 - I11 1640 1861 - - (CD Reaction Interior 913 1 956 -- 1 - 1 1 1383 1449 - 1 _ 1 - 1 1936 2028 - 350NF15D-33 0.0346 Two-Flange Loading or End 460 492 - 1 -- 1 - 1 698 745 - 1 -- 1 - 1 977 1043 3 3 1.3 1.3 1.3 1479 3 1579 3 1.3 1.3 1.3 2071 3 2210 3 1.3 1.3 1.3 Q Reaction Interior 976 1042 - - -- - -- - - -- -- p1 One-Flange Loading or End 1258 1418 - -- - 1 1905 2149 - 1 -- - 2668 3008 1 -- - Q 350NF150.43 0.0451 Reaction Interior 1571 1638 - 1 - 1 - 1 2380 2482 - t _ 1 1 3332 3474 - 1 1 _ 1 Two-Flange Loading or End 830 882 -- 1 - 1 - 1 1258 1336 - t _ t - 1 1762 1870 - 1 _ 1 Reaction Interior 17843 18943 1.3 1.3 1.3 2703 3 2870 3 1,3 1.3 1.3 37853 40183 1,3 1.3 1.3 y One-Flange Loading or End 532 607 822 865 - 807 920 1245 1311 1129 1288 1744 1835 -- Cb 550NF150.27 0.0283 Reaction Interior 598 1 628 717 735 - 1,2 906 952 1086 1113 1.2 1268 1333 1521 1558 1,2 Two-Flange Loading or End 233 249 298 308 1'2 352 378 451 466 1'2 493 529 832 652 _ 1'2 Reaction Interior 487 522 624 644 - 1.2 738 792 945 976 1.2 1033 1108 1323 1366 1.2 One-Flange Loading or End 771 875 1175 1234 1168 1326 1780 1870 1636 1857 2492 2619 550NF150.33 0.0348 Reaction Interior 905 949 1072 1097 - 1 1372 1437 1625 1662 - 1 1921 2012 2275 2327 -- 1 Two-Flange Loading or End 383 409 483 498 1 580 619 732 754 1 812 867 1024 1055 1 Reaction Interior 811 866 1024 1055 1 1229 1312 1551 1599 1 1721 1837 2172 2238 1 One-Flange Loading or End 1255 1415 1876 1968 1901 2144 2843 2982 1 2661 3002 3980 4175 1 550NF150.43 0.0451 Reaction Interior 1560 1627 1819 1857 - 1 2363 2464 2755 2814 - 1 3309 3450 3858 3939 -- 1 Two-Flange Loading or End 717 761 887 913 1 1086 1153 1345 1383 1 1520 1614 1882 1936 1 Reaction interior 1540 1634 1907 1961 - 1 2333 2476 2889 2971 1 3266 3467 4044 4160 1 One-Flange Loading or End 771 875 1174 1234 1168 1325 1779 1869 1 1635 1856 2490 2617 1 600NF150.33 0.0346 Reaction interior 904 947 1071 1095 - 1 1369 1435 1622 1660 - 1 1917 2008 2271 2323 1 Two-Flange Loading or End 366 391 462 476 1 554 592 699 721 1 776 828 979 1009 1 Reaction Interior 775 828 979 1009 - 1 1175 1254 1483 1528 1 1645 1755 2076 2140 1 One-Flange Loading or End 1254 1414 1875 1 1967 1900 2143 2841 2981 2660 3000 3978 1 4173 600NF15D-43 0.0451 Reaction Interior 1557 1624 1816 1854 - 1 2360 2461 2751 2809 - 1 3303 3445 3852 3933 - 1 Two-Flange Loading or End 692 734 857 881 1 1048 1113 1298 1335 1 1468 1558 1817 1869 1 Reaction Interior 1487 1578 1841 1893 1 2252 2391 2789 2869 1 3153 3347 3905 4016 1 1.Bearing length to web height ratio,N/h,exceeds 1 which does not meet requirements of Section C3.4.1 of 2001 AISI-NASPEC with 2004 Supplement. 2.Bearing length to thickness ratio,N/t,exceeds 210 which does not meet requirements of Section C3.4.1 of 2001 AISI-NASPEC with 2004 Supplement. 3.All 3.50 Inch deep members require bearing stiffeners on"Interedor Two Flange"conditions. 4.See Notes to Tables 3A and 3B,preceding Table 3A. M O7 fa tD _ CO O A N ESR-1538 I Most Widely Accepted and Trusted Page 10 of 42 NOTES TO TABLE 4 1. Table 4 is based on 2001 AISI-NASPEC with 2004 Supplement for recognition under 2006 IBC and 2006 IRC. 2. Limiting heights are based on lateral load specified in table heading and continuous support of each flange over the full length of the stud. 3. Check end reactions for web crippling. Must comply with Table 3A or Table 3B. 4. Limiting heights based on steel properties only. 5.Lateral loads have not been modified for strength checks. 6.Lateral loads have not been modified for deflection determination. 7.Web crippling check based on 1 inch end bearing.Where listed limiting heights are followed by"e",web stiffeners required. TABLE 4-LIMITING WALL HEIGHT TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT FOR RECOGNITION UNDER 2006 IBC AND 2006 IRC INTERIOR NON-LOAD BEARING NON-COMPOSITE Section Fy Spacing 5 psf 7.5 psf 10 psf (ksi) (in)o.c. L/120 L1240 L1360 LJ120 L/240 I L/360 U120 L/240 L1360 350NF150-21 33 12 18'2" 15'4" 13'4" 14'10" 13'4" 11.81. 12'10" 12'2" 10'7" 350NF150-21 33 16 15'9" 13'11" 12'2" 12'10" 12'2" 10'7" 11'1"a 11'0"a 9'8" 350NF150-21 33 24 12'10" 12'2" 10'7" 10'6"a 10'6"a 9'3"a 9'1"a 9'1"a 8'5"e 36ONF160-27 33 12 21'3" 19101, 14'9" IT 6" 14'9" 12'10" 15'2" 13'4" 11.8" 350NF150-27 33 16 18'7" 15'4" 13'4" 15'2" 13'4" 1118.. 13'2" 12'2" 10'7" 350NF150-27 33 24 15'2" 13'4" 11,8" 12'5" 11.8" 10'2" ,019.1 10'7" 9'3" 350NF150-33 33 12 22'10" 18'1" 15'10" 19,9" 15,101, 13'10" 17'1" 14'4" 12'7" 350NF150-33 33 16 20'9" 16 5" 14'4" IT 1" 14'4" 12'7" 14'10" 13'1" 11.6. 350NF150-33 33 24 IT 1" 14'4" 12'7" 14'0" 12'7" 1110.. 12'1" 11.5" 1019, 36ONF150-43 33 12 24'10" 19.8" 17'3" 21'8" IT 3" 1601, 19.8" 15'8" 13'8" 350NF150-43 33 16 22'7" 17'11" 15.8" ,918.. 15'8" 13'8" ITT' 14'2" 12'S" 350NF150-43 33 24 19'8" 15'8" 13'8" 16'6" 13'8" 11,111, 14'4" 12'5" 10,101, 350NF150-21 50 12 1911.1 16111 13'3" 16 8" 13'3" 11'6" 14'5" 12'0" 1016. 350NF150-21 50 16 17'4" 13'9" 12'0" 14'5" 12'0" 10'6" 12'6" 10,111, 9'6" 36ONF150-21 50 24 14'5" 12'0" 10,6" 11.9" 10'6" 9'2" 10'2" 9'6" 8'4" 350NF150-27 50 12 20'10" 16'6" 14'5" 18'2" 14'5" 12'7" 16 6" 13'1" 11'5" 350NF150-27 50 16 18,111, 15'0" 13'1" 16 6" 13'1" 11'5" 15'0" 11,111, 1016, 350NF150-27 50 24 16'6" 13'1" 11'5" 14'5" 11,5" 10.0" 12'8" 10'5" 9.11. 350NF150-33 50 12 22'6" 17'10" 15'7" 19'7" 15'7" 13'7" 17'10" 14'2" 12'4" 350NF150-33 50 16 20'5" 16'2" 14'2" 17'10" 14'2" 12'4" 16 2" 12'10" 11'3" 350NF150-33 50 24 17'10" 14'2" 12'4" 15'7" 12'4" 10,101, 14'2" 11.3" 9.101, 350NF150-43 50 12 24'9" 19.8.. 17'2" 21'8" IT 2" 15'0" 19.8" 15'7" 13'8" 350NF150-43 50 16 22'6" 17'10" 15'7" 19'8" 15'7" 13'8" 17'10" 14'2" 12'5" 350NF150-43 50 24 19,8" 15'7" 13'8" IT 2" 13'8" 11,111, 15'7" 12'5" 10,101, 350NF150-21 70 12 18,101, 15'0" 13'1" 16'6" 13'1" 11.6. 15.011 11,11" 10'5" 350NF150-21 70 16 IT 2" 13'7" 11,11" 15'0" 11,111, 1016, ITT' 10,10" 9-5" 350NF150-21 70 24 15'0" 11,111, 10'5" 13'0" 10'5" 9'1" 11'3" 9151. 8'3" 350NF150-27 70 12 20'7" 16'4" 14'4" 18,0" 14'4" 12'6" 16'4" 13'0" 11'4" 350NF150-27 70 16 16.9" 14'10" 13'0" 16 4" IT 0" 11'4" 14'10" 11,101, 10'4" 350NF150-27 70 24 16 4" 13'0" .11'4" 14'4" 11'4" 9111.1 13'0" 10'4" 9'Y. 350NF150-33 70 12 22'1" ITS" 16 4" 19'4" 15'4" 1&S" 17'6" 13'11" 12'2" 350NF150-33 70 16 20'1" 15'11" 13'11" IT 6" 13'11" 12'2" 15,111, 12'8" 11,1" 350NF150-33 70 24 17'6" 13'11" 12'2" 15'4" 12'2" 10'7" 13'11" 11.1" 9'8" 36ONF150-43 70 12 24'5" 19'5" 16'11" 21'4" 16'11" 14'10" 19.5.. 15'5" 13'6" 350NFIS043 70 16 22'3" 17'8" 15.6.. 19'5" 15'5" 13'6" 17'8" 14'0" 12'3" 350NF15043 70 24 ,916.1 1651, 13'6" 16 11" 13'6" 11.91. 15.5.. 12'3" 10.8" 550NF150-21 33 12 22'6"e 21'10"e 19'1"e 18'4"e 18'4"e 16'8"e 1611"e 1611"e 15'l"e 550NF150-21 33 16 19'6"e 19'6"e 17'4"e 1611"e 1611"e 15'1"e 13'9"e 13'9"e 13'9"e 550NF150-21 33 24 1611"e 1611"e 15'1"e 13'0"e 13'0"e 13'0"e 11'3"e 11'3"e 11'3"e 550NF150-27 33 12 27'10" 23'11" 20'11" 22'9" 20'11" 18'3" ,918.1 19,0" 16 7" 550NF150-27 33 16 24'1" 21'9" 19.01. ,918.. 19.0" 16 7" 17'1"a 17'1"a 15'1" 550NF150-27 33 24 19,8" 19,0" 16'7" 16'1"a 16'1"a 14'6"a 13'11"a 13'11"a 13'2"e 550NF150-33 33 12 32'3" 26 7" 22'4" 27'0" 22'4" 19'6" 23'4" 20'4" 17'9" 550NF150-33 33 16 28'7" 23'3" 20'4" 23'4" 20'4" 17'9" 20'3" 18'5" 16'1" 550NF150-33 33 24 23'4" 20'4" 17'9" 19,1" IT 9" 15'6" 16 6"a 16'1"a 14'1" 550NF15043 33 12 35'1" 27'10" 24'4" 30'8" 24'4" 21'3" 2T S" 22'1" 19'4" 550NF150-43 33 16 31'11" 25'4" 22'1" 27'5" 22'1" 19'4" 23'9" 20'1" 17'7" 550NF15043 33 1 24 1 27'5" 22'1" 19 4" 22'5" 19'4" 16 11" 1 19'S" 17'7" 15'4" Continued ESR-1538 I Most Widely Accepted and Trusted Page 11 of 42 TABLE 4-LIMITING WALL HEIGHT TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT FOR RECOGNITION UNDER 2006 IBC AND 2006 IRC INTERIOR NON-LOAD BEARING NON-COMPOSITE-CONTINUED Section Fy Spacing 5 psf 7.5 psf 10 psf (ksi) (in)o.c. 1.1720 U240 I U360 U120 I U240 U360 1.1120 U240 I U360 550NF150-21 50 12 266"e 2TVe 18'5"e 20'9"e 18'5"e 16'1"e 18'0"e 16'9"e 14'7"e 550NF150-21 50 16 22'1"e 19'2"e 16'9"e 18'0"e 16'9"e 14'7"e 167"e 162"e 13'3"e 550NF150-21 50 24 18'0"e 16'9"e 14'7"e 14'8"e 14'7"e 12'9"e 12'9"e 12'9"e 11'7"e 550NF150-27 50 12 29'9" 23'7" 20'8" 25'7" 20'8" 18'0" 22'2" 18.91. 166, 550NF150-27 50 16 27'0" 21'6" 18'9" 22'2" 18'9" 16 5" 19'2" 17'0" 14'11" 650NF160-27 50 24 22'2" 18'9" 16'5" 1811.1 16'5" 14'4" 15'8" 14'11" 13'0" S50NF150-33 50 12 32'0" 25'4" 22'2" 27'11" 22'2" 19'4" 25'4" 20'2" 17'7" 650NF150-33 50 16 29'1" 23'1" 20'2" 25'4" 20'2" 17'7" 22'9" 18'4" 16'0" 550NF150-33 50 24 25'4" 20'2" 17'7" 21'5" 17'7" 15'4" 18'7" 16'0" 14'0" 550NF16OA3 50 12 35'0" 27'10" 24'3" 30'7" 24'3" 21'3" 27'10" 22'1" 19'3" 550NF150A3 50 16 31'10" 25'3" 22'1" 27'10" 22'1" 19'3" 25'3" 29 1" 17'6" 550NF150A3 50 24 27'10" 22'1" 19'3" 24'3" 19'3" 16,101, 22'1" 17'6" 15'4" 550NF150-21 70 12 25'9"a 20'5"a 17'10"a 22'6"a 17'10"a 15'7"a 20'0"a 16'2"a 14'2"e 550NF150-21 70 16 23'4"e 18'7"e 16'2"e 20'0"e 16'2"e 14'2"e 17'3"e 14'9"e 12'10"e 550NF150-21 70 24 20'0"e 16'2"e 14'2"e 16'4"e 14'2"e 12'4"e 14'1"e 12'10"e 11'3"e 550NF150-27 70 12 29'1" 23'1" 20'2" 25'5" 20'2" 17'7" 23'1" 18'4" 16'0" 550NF150-27 70 16 26 5" 21'0" 18'4" 23'1" 18'4" 16'0" 21'0" 167 8" 14'7" 550NF150-27 70 24 23'1" 18'4" 16'0" 20'0" 16'0" 14'0" 17'4" 14'7" 12'8" 550NF150-33 70 12 31'8" 25'1" 21'11" 27'8" 21'11" 19'2" 25'1" 19,111, 17'5" 550NF150-33 70 16 28'9" 22'10" 19,111, 25'1" 19,111, 17-5" 22'10" 18.1.. 15'10" 550NF15033 70 24 25'1" 19,111, 17-5" 21'11" 17'5" 15'3" 19,111, 15'10" 13'10" 550NF150-43 70 12 34'9" 27'7" 24'1" 30'4" 24'1" 21'1" 27'7" 21'11" 1911.. 550NF150-43 70 16 31'7" 25'1" 21'11" 27'7" 21'11" 19'1" 25'1" 19,111, 17'4" 550NF150-43 70 24 27'7" 21'11" 19.11. 24'1" 1911.1 16'8" 21'11" 17'4" 15'2" 600NF150-27 33 12 31'4"a 26'0"a 22'8"a 25'7"a 22'8"a 19 10"a 22'2"a 20'7"a 18'0"e 600NF150-27 33 16 27'1"a 23'7"a 20'7"a 22'2"a 20'7"a 18'0"a 19'2"a 18'9"a 16'4"e 600NF150-27 33 24 22'2"e 20'7"e 18'0"e 18'1"e 18'0"e 169"e 168"e 168"e 14'4"e 600NF150-33 33 12 35'1" 27'10" 24'4" 29'1" 24'4" 21'3" 25'2" 22'1" 19'4" 600NF15033 33 16 30'10" 25'4" 22'1" 25'2" 22'1" 19'4" 21'10" 20'1" 17'7" 600NF150-33 33 24 25'2" U.1" 19'4" 20'7"a 19'4" 16'11" 17'10"a 17'7"a 15'4"e 600NF150-43 33 12 38'6" 30'6" 26'8" 33'7" 26'8" 23'4" 30'1" 24'3" 21'2" 600NF150-43 33 16 34'11" 27'9" 24'3" 39 1" 24'3" 21'2" 26'1" 22'0" 19'3" 600NF150A3 33 24 30'1" 24'3" 21'2" 24'7" 21'2" 18'6" 21'4" 19'3" 16'10" 600NF160-27 50 12 32'5"a 26 9"a 22'6"a 28'4"a 22'6"a 19'8"a 25'4"a 20'5"a 17'10"e 600NF150-27 50 16 29'6"a 23'5"a 20'5"a 25'4"a 20'5"a 17'10"a 21'11"a 16'7"a 16'3"e 600NF150-27 50 24 25'4"a 20'5"a 17'10"a 20'8"a 17'10"a 15'7"a 17'11"a 16'3"a 14'2"e 600NF150-33 50 12 U.11" 27'9" 24'3" 30'6" 24'3" 21'2" 27'9" 22'0" 19'3" 600NF15033 50 16 31'9" 25'3" 22'0" 27'9" 22'0" 19'3" 24'11" 20'0" 17'6" 600NF150-33 50 24 27'9" 22'0" 19'3" 23'6" 19'3" 16'10" 20'4" 17'6" 16 3" 600NF150-43 50 12 38'4" 30'5" 26'7" 33'6" 26'7" 23'2" 30-5" 24'2" 21'1" 600NF150-43 50 16 34'10" 27'8" 24'2" 30'5" 24'2" 21'1" 27'8" 21'11" 19'2" 600NF150-43 50 24 30'5" 24'2" 21'1" 26'7" 21'1" 18'5" 24'2" 19'2" 16'9" 600NF150-27 70 12 32'0"a 26 5"a 22'2"a 27'11"a 22'2"a 19'5"a 25'5"a 20'2"a ITT'e 600NF150-27 70 16 29'1"a 23'1"a 20'2"a 25'5"a 20'2"a 17'7"a 23'1"a 18'4"a 16'0"e 600NF150-27 70 24 25'5"e 20'2"e 17'7"e 22'2"e 17'7"e 165"e 19'10"e 16'0"e 14'0"e 600NF15033 70 12 34'7" 27'5" 24'0" 30'2" 24'0" 20'11" 27'5" 21'9" 19.0" 600NF15033 70 16 31'5" 24'11" 21'9" 27'5" 21'9" 19'0" 24'11" 19'9" 17'3" 600NF150-33 70 24 27'5" 21'9" 19.01. 24'0" 19'0" 16'7" 21'9" 17'3" 15'1" 600NF150-43 70 12 38'2" 30'4" 26'6" 33'4" 26'6" 23'2" 30'4" 24'1" 21'0" 600NF150-43 70 16 34'8" 27'6" 24'1" 30'4" 24'1" 21'0" 27'6" 21'10" 1911.. 600NF150A3 70 1 24 1 30'4" 24'1" 21'0" 1 26'6" 21'0" 1&4" 1 24'1" 19.1" 16 8" >r ESR-1538 I Most Widely Accepted and Trusted Page 12 of 42 NOTES TO TABLE 5 1. Table 5 is based on the United Sales provisions of 2001 AISI-NASPEC with 2004 Supplement for recognition under 2006 IBC and 2006 IRC. 2. Limiting heights are based on lateral load specked in table heading and continuous support of each flange over the full length of the stud. 3. Check end reactions for web crippling. Must comply with Table 3A or Table 3B. 4. Limiting heights based on steel properties only(non-composite). 5. Lateral loads have not been modified for strength checks. 6. Lateral loads have been multiplied by 0.7 for deflection determination per IBC Table 1604.3,Note f. 7. Web crippling check based on 1 inch end bearing.Where listed limiting heights are followed by"e",web stiffeners are required. TABLE 6-LIMITING WALL HEIGHT TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT FOR RECOGNITION UNDER 2006 IBC AND 20061RC- EXTERIOR NON-LOAD BEARING NON-COMPOSITE(CURTAIN WALLS) Section Fy Spacing 12.5 psf 15 psf 20 psf 25 psf (ksl) (in)a.c. U240 U360 U600 U240 U360 U600 U240 U360 U600 U240 U360 U600 350NF150-21 33 12 11'6"e 11'1"e 9'4" 10'6"e 10'5"e 8'10" 9'ill e 911"e 8'01.e 8'ill e 8'1"e 7'5"e 350NF150-21 33 16 9'11"e 9'11"e 816"e 9.1"e 9'1"e 8'0"e 7'10"e 7'10"e TWe 7'0"e 7'0"e 6.91.e 350NF150-21 33 24 8'ill e 8'11.e 7'5"e 7'5"e 7'5"e To"e 6'5"e 6'5"e 6'4"e 5'9"e 5'9"e 5'9"e 350NF150-27 33 12 13'7" 12'3" 10'4" 12'5" 11'6" 9'8" 10.91. 10'S" 8'to" 9 7"a 9'7"a 8'2" 350NF150-27 33 16 11,9" 11.1" 914. 10,9" ,016.1 8.101, 9'4"a 9'4"a 8101. 8'4"a 8'4"a 7'5"e 350NF150-27 33 24 9'7"e 917"e 8'2" 8'9"e 8'9"e 7'8"e 7'7"e 7'7"e 710"e 64e 6'9"e 6'6'e 350NF150-33 33 12 15'0" 13'1" 11.1" 14'0" 12'4" 10'5" 12'1" 11'3" 9'6" 10,101, 10,5" 8'9" 350NF150-33 33 16 13'3" 11,111, 1011.1 12'1" 11'3" 9'6" 10,6" 10'2" 8'7" 9'5" 9'5" 8.011 350NF150-33 33 24 10,10" 10'5" 8'9" 9.111. 91101, 6'3" 8'7"a 8'7"a 7'6" 7'8"a T 8"a TO"e 350NF150-43 33 12 16'4" 14'3" 12'1" 16 5" 13'5" 11'4" 14'0" 12'3" 10'4" 12'10" 11'4" 9'7" 350NF150-43 33 16 14'10" 13'0" 10,11" 14'0" 12'3" 10'4" 12'5" 11'1" 9'4„ 11'1" 10'4" 8'8" 350NF150-43 33 24 12'10" 11'4" 9'7" 11'8" 10'8" 9'0" 10'2" 9'8" 8'2" 911.. 9101. 7'7" 350NF150-21 50 12 12'7" 11,0" 9'3" 11,9„ 10'4" 8'8" 10'2" 9'4" 7'11" 9'1"a 8'8"a 7'4" 350NF150-21 50 16 11'2" 10,0" 8'5" 10'2" 9'4" 7'11" 8'10"a 8'6"a 7'2" T 11"a 7'11"a 6'8"e 350NF150-21 50 24 911"e 8'8"e 7'4" 814"e 8'2"e 6'11"e TYa 7'3"e 6'3"e 6'5"e 6'5"e 610"e 350NF150-27 50 12 13'8" 12'0" 10,1" 12'11" 11'3" 9.61 11,9" 10-3 8'8" 10'11" 9'6" 8.01. 350NF150-27 50 16 12'5" 10,111, 9'2" 11.91. 10'3" 8'8" 10'8" 9'4" 7'10" 99.1 8181, 7'3" 350NF150-27 50 24 10,111, 9161. 8101, 10'3" 8.111, 7'7" 8'11"a 8.1.. 6'10" 8'0"a 7'7"a 64, 350NF150-33 50 12 14'10" 12'11" 10'11" 13'11" 12'2" 10'3" 12'8" 11'1" 9'4" 11.91. 10'3" 8'8" 350NF150-33 50 16 13'5" 11'9" 9111.. 12'8" 11.1" 9'4" 11,6" 10'0" 8'6" 10,8" 9'4" 7'10" 350NF150-33 50 24 11.9" 10'3" 8'8" 11,1" 9181, 8'2" 10,0" 8'9" 7'5" 9'1" 8'2" 6'10" 35ONF150-43 50 r 12 16'4" 14'3" 12'0" 15'4" 13'5" 11'4" 13'11" 12'2" 10'3" 12'11" 11'4" 9'6" 350NF160-43 50 16 14'10" 12'11" 10'11" 13'11" 12'2" 10'3" 12'8" 11.1" 9'4" 11,9" 10'3" 8181, 350NF150-43 50 24 12'11" 11'4" 9'6" 12'2" 10.8" 9'0" 11'1" 9.8.. 8'2" 10'3" go,. 7'7" 350NF150-21 70 12 12'6' 10,101, 9'2" 11.81. 10'3" 8'7" 10'7" 9'3" 7'10" 91101. 8'7" T 3" 350NF150-21 70 16 11'3" 911011 8'4" to'7" 9'3" 7'10" 919. 8'5" 7'1" 8'9"a T 10" 6'7" 350NF150-21 70 24 91101. 8'7" T 3" 9'2" 8'1" 6.101, 8'0"a 7'4"a 6'3" 7'2"a 6,10"a 5'9"e 350NF150-27 70 12 IT 7" 11,101, 10'0" 12'9" 11'2" 9'5" IT 7" 10'2" 8'7" 10,9" 9'5" T 11" 350NF150-27 70 16 IT 4" 10,9" 9'1" 11'7" 10'2" 8'7" 10'7" 9'3" TV 9.101, 8'7" 7'3" 350NF150-27 70 24 10.91. 9.51. 7'11" 10'2" 8110.1 7'6" 9'3" 8'1" 6.91. 8'7" TV 6 4" 35ONF150-33 70 12 14'7" 12'9" 10,9" 13'8" 12'0" 10,1" 12'5" 10,101, 9'2" 11'7" 10'1" 8'6" 350NF150-33 70 16 13'3" 11'7" 9191. 12'5" 10,101, 9'2" 11'4" 9.1o.. 8'4" 10'6" 9'2" 7'9" 350NF150-33 70 24 11'7" 10.1" 8'6" 10,101, 916.1 8'0" 9.10" 8'8" 7'3" 9'2" 8'0" 6'9" 2150NF150-43 70 12 16'1" 14'1" 11,10" 15'2" 13'3" 11'2" 13'9" 12'0" 10,2" 12.9" 11'2" 9'5" 1150NF150-43 70 16 14'8" 12'9" 10'9" 13'9" 12'0" 10'2" 12'6" 10,11" 9'3" 11'7" 10'2" 8'7" 350NF150-43 70 24 12'9" 11'2" 916.1 12'0" 10'6" 81101. 10,111, 9'7" 8'1" 10'2" 8.101, 7'6" 550NF150-21 33 12 14'3"e 14'3"e 13'4"e 13'0"e 13'0"e 12'7"e 11'3"e 11'3"e 11'3"e 191"e 10'1"e 10'1"e 550NF150-21 33 16 12'4"e 12'4"e 12'1"e 11'3"e 11'3"e 11'3"e 9'9"e 9'9"e 9.91,e 8'91,e 8'91.e 8'91,e 550NF150-21 33 24 10'1"e 10'1"e 10'1"e 9'2"e 9'2"e 9'2"e 7'11"e 7'11"e 7'11"e 7'0"e 7'0"e 7'011e 550NF150-27 33 12 17'7"e 17'4"e 14'8" 16'1"e 161"e 13'9" 13'11"e 13'11"e 12'6"e 12'5"e 12'5"e 11,7"e 550NF150-27 33 16 15'3"e 163"e 13'3"e 13'11"e 13'11"e 12'6"e 12'1"e 12'1"e 11'4"e 10'9"e 10'9"e 10,7"e 550NF150-27 33 24 12'5"a 12'5"a 11'7"a 11'4"a 11'4"a 10'11"e 9'10"a 9'10"a 9'10"a 8'10"a 8'10"a 8'10"e 650NF150-33 33 12 20'11" 19 6" 15'8" 19.1.. 17'5" 14'9" 16'6"a 15'10"a 13'N' 14'9"a 14'9"a 12'5"e 55ONF150-33 33 16 18'1" 16'10" 14'2" 16'6"a 15'10"a 13'4" 14'4"a 14'4"a 12'2"a 12'9"a 12'9"a 11'3"e 550NF150-33 33 24 14'9"a 14'9"a 12'5"a 13'6"a 13'6"a 11'8"a 11'8"a 11'6"a 10'7"a 10'5"a 10'5"a 9'10"e 550NF150-43 33 12 23'1" 20'2" 17'0" 21'9" 19.0.. 16'0" 1915" 17'3" 14'7" 17'4" 16,0" 13'6" 550NF150-43 33 16 21'0" 18'4" 16 6" 19'5" 17'3" 14'7" 1619, 15'8" 13'3" 1601, 14'7" 12'3" 550NF150-43 33 24 17'4" 16'0" 13'6" 15,101, 15.1" 12'9" 13'9"a 13'9"a 11'7" 12'3"a 12'3"a 10'9"e 550NF150-21 50 12 16'1"e 163"e 12'11"e 14'8"e 14'5"e 12'2"e 12'9"e 12'9"e 11'0"e 11'S"e 11'-5"e 10'3"e 550NF150-21 50 16 13111"e 13"1"e 11'9"e 12'9"e 12'9"e 11'0"e 1 To"e 1 To"e 10'0"e 910"e 9'10"e 9'4"e 550NF150-21 50 24 11'5"e 11'5"e 10'3"e 10'5"e 10'5"e 9'8"e 8'10"e 8'10"e 8'9"e 7'0"e 7'0"e 7'01.e 550NF150-27 50 12 19'7" 17'1" 14'5" 18'1„ 16'1" 13'7" 1681, 14'8" 12'4" 14'0"a 13'7"a 11'6" 550NF150-27 50 16 17'2" 15'7" 13'1" 15.8" 14'6" 12'4" 13'7"a 13'4"a 11'3" 12'2"a 12'2"a 10'5"e 550NF150-27 50 24 1410"e 13'7"e 11'6" 12'9"e 12'9"e 10'9"e 11'll"e 11'1"e 9'10"e 9'11"e 9'11"e 9'1"e 550NF150-33 50 12 21'1" 18'5" 15'6" 19,101, 17'4" 14'7" 18.0" 15'9" 13'3" 16 7" 14'7" 17 4" 550NF150-33 50 16 19'2" 16 9" 14'1" 18,0" 15'9" 13'3" 16'1" 14'3" 12'1" 14'4"a 13'3" 11'2" 550NF150-33 50 24 16'7" 14'7" 12'4" 15'2" 13'9" 11'7" 1T 1"a 12'6"a 10'6" 11'9"a 11'7"a 9'9"e 550NF150-43 50 12 23'1" 20'2" 17'0" 21'9" 19.0" 16'0" 19,9" 17'3" 14'6" 18'4" 16'0" 13'6" 550NF15043 50 16 21'0" 18'4" 15'5" 19,9" 1T 3" 14'6" 17'11" 15.81. IT 2" 16'8" 14'6" 12'3" 550NF150-43 50 24 18'4" 16'0" 13'6" 1T 3" 15'1" 12 8" 15'8" 13'8" 11'6" 1 14'6" 12'8" 10.9.. 550NF150-21 70 12 16'11"e 14'10"e 12'6"e 15'11"e 13'11"e 11'9"e 14'1"e 12'8"e 10'8"e 12'7"e 11'9"e 9'11"e 550NF150-21 70 16 165"e 13'5"e 11'4"e 14'1"e 12'8"e 10'8"e 12'3"e 11'6"e 9'8"e 10'7"e 10'7"e 9'0"e 55ONF150-21 70 24 12'7"e 11'9"e 9'11"e 11'6"e 11'1"e 9'4"e 8'10"e 910"e 8'6"e To"e To"e 7'0"e ESR-1538 I Most Widely Accepted and Trusted Page 13 of 42 TABLE 5-LIMITING WALL HEIGHT TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT FOR RECOGNITION UNDER 20061BC AND 2006 IRC- EXTERIOR NON-LOAD BEARING NON-COMPOSITE(CURTAIN WALLS)-CONTINUED Section Fr Spacing 12.6 psf 15 sf 20 psf 25 psf (ksi) (in)o.c. U240 I U360 U600 L1240 1600 1240 U360 r U600 U240 U360 U600 550NF150-27 70 12 19'2" 16'9" 14'1" 18'0" 15.9" ITS' 16'5" 14'4" 12'1" 15'2" 13'3" 11'2" 550NF150-27 70 16 17'5" 16 2" 12'10" 16 5" 14'4" 12'1" 14'11" 13.01. 11'0" 13'5"a 12'1" 10'2" 550NF150-27 70 24 15'2" 13'3" 11'2" 14'2" 12'6" 10'7" 12'3"a 11'4"a 9'7" 10'11"a 10'7"a 8'11"e 550NF160-33 70 12 20'10" 18'3" 15'4" 19'7" 17'2" 14'5" 17'10" 15'7" 13'2" 16'7" 14'5" 12'2" 550NF150-33 70 16 18'11" 16'7" 13'11" 17'10" 15'7" 13'2" 16'2" 14'2" 11'11" 151011 13'2" 11'1" 55DNF150-33 70 24 16'7" 14'5" 12'2" 15'7" ITT' 11'6" 14'2" 12'4" 10'5" 12'11" 11'6" 9'8" 550NF150-03 70 12 22'11" 20'0" 16'10" 21'6" 18'10" 16 10" 19'7" 17'1" 14'5" 18'2" 15'10" 13'5" 550NF150-43 70 16 20'9" 18'2" 15'4" 19'7" 17'1" 14'5" IT 9" 15'6" 13'1" 16'6" 14'5" 12'2" 550NF150-43 70 24 18'2" 15'10" 13'5" IT 1" 14'11" 12'7" 15'6" IT 7" 11'5" 14'5" 12'7" 10'7" 600NF150-27 33 12 19'10"e 18'10"e 15'11"e 18'1"e 17'9"e 14'11"e 168"e 15'8"e 13'7"e 14'0"e 14'0"e 12'7"e 600NF150-27 33 16 17'2"e 1TVe 14'5"e 15'8"e 15'8"e ITT'e 13'7"e 13'7"e 12'4"e 12'1"e 12'1"e 11,5"e 600NF150-27 33 24 14'0"a 14'0"a 12'7"a 12'9"a 12'9"a 11'10"e 11'1"a 11'1"a 10'9"a 9.11"a 9'11"a 9'11"e 600NF150-33 33 12 22'6" 29 2" 17'1" 20'7"a 19'0" 16'0" 17'10"a ITS'a 14'7" 15'11"a 15'11"a 13'6"e 600NF150-33 33 16 19'6"a 18'4"a 15'6" 17'10"a ITS"a 14'7" 15'5"a 15'5"a 13'3"a 13'9"a 13'9"a ITS"e 600NF150-33 33 24 15'11"e 15'11"e 13'6"e 14'6"e 14'6"e 12'9"e 12'7"e 12'7"e 11'7"e 11'3"e 11'3"e 10'9"e 600NF150-43 33 12 25'4" 22'2" 18'8" 23'10" 20'10" 17'7" 21'4" 18'11" 16'0" 1911.. IT 7" 14'10" 600NF150-43 33 16 23'0" 20'1" IT 0" 21'4" 18,111, 16'0" 1816, 17'2" 14'6" 16 6"a 16'0"a 13'6" 600NF160-43 33 24 19'1" IT 7" 14'10" 17'5"a 16'6" 13'11" 15'1"a 15'0"a 12'8" 13'6"a 13'6"a 11'9"e 600NF150-27 50 12 21'4"e 18'8"e 15'9"e 20'1"e ITT'a 14'10"e 17111"e 16'0"e 13'6"e 16'0"e 14'10"e 12'6"e 600NF150-27 50 16 19'5"e 17'0"e 14'4"e 17'11"e 16'0"e 13'6"e 15'6"e 14'6"e 12'3"e 13'10"e 13'6"e 11'4"e 600NF150-27 50 24 16'0"e 14'10"e 12'6"e 14'7"e 13'11"e 11'9"e 12'8"e 12'8"e 10'8"e 11'4"e 11'4"e 9'11"e 60DNF150-33 50 12 23'0" 20'1" 17'0" 21'8" 18'11" 16'0" 19'8" 17'2" 14'6' 18'3" 16'0" IT 6" 600NF150-33 50 16 20'11" 18'3" 15.5.. 1918.1 17'2" 14'6" 17'8"a 15'7" 13'2" 15'9"a 14'6"a IT 3" 600NF150-33 50 24 18'3" 16'0" 13'6" 16'8"a 15'0" 12'8" 14'5"a 13'8"a 11'6" 12'11"a 12'8"a 10'8"e 60DNF150-43 50 12 25'3" 22'0" 18'7" 23'9" 20'9" 17'6" 21'7" 18'10" 15'11" 20'0" IT 6" 14'9" 600NF150-43 50 16 22'11" 20'0" 16'11" 21'7" 18'10" 15'11" 19'7" 17'1" 14'5" 18'2" 15'11" 13'5" 600NF150-43 1 50 24 1 20'0" IT 6" 14'9" 18,101, 16'6" 13'11" 17'1" 14'11" 12'7" 15'7"a 13'11" 1119, 600NF150-27 70 12 2TVa 18'5"e 15'6"e 19'10"e 17'4"e 14'7"e 18'0"e 199"e 13'3"e 16'9"e 14'7"e 12'4"e 600NF150-27 70 16 19'2"e 16'9"e 14'1"e 18'0"e 15'9"e 1ST'a 16'4"e 14'4"e 12'1"e 162"e 13'3"e 11'2"e 600NF150-27 70 24 16'9"e 14'7"e 12'4"e 15'9"e 13'9"e 11'7"e 14'0"e 12'6"e 10'6"e 12'7"e 11'7"e 9'9"e 600NF150-33 70 12 22'9" 19,111, 1619.. 21'5" 18'9" 15'9" 1916.. 17'0" 14'4" 18.1" 15.9" 13'4" 600NF150-33 70 16 20'8" 18.11. 15'3" 19'6" IT 0" 14'4" IT 8" 15'5" 13'0" 16'5" 14'4" 12'1" 600NF150-33 70 24 18'1" 15'9" 13'4" 17'0" 14'10" 12'6" 15'5" 13'6" 11'5" 14'4"a 12'6" 10'7" 600NF150-43 70 12 25'2" 22'0" 18'6" 23'8" 20'8" 17'5" 21'6" 16'9" 15'10" 29 0" 17'5" 14'8" 600NF150-43 70 16 22'10" 20'0" 16'10" 21'6" 18'9" 15'10" 19'6" 17'1" 14'5" 18'2" 15'10" 13'4" 600NF15043 1 70 24 1 20'0" IT 5" 14'8" 18.9.. 16 5" 13'10" 17'1" 14'11" 12'7" 15'10" 13'10" 11,91 Section Fr Spacing 30 psf 35 psf 40 psf 50 psf (ksi) (in)O.C. U240 U360 1 U600 U240 U360 U600 1_1240 U360 U 000 U240 U360 U600 350NF150-21 33 12 7'5"a 7'5"a 7'0"e V 10"a 6'10"a 6'8"a 6'5"a 6.51.a 6'4"a 5'9"a 6.9"a 5.9"e 350NF150-21 33 16 6'511e 6'5"e 6'4"e 5'11"e 5'11"e 5'11"e 5'7"e 5'7"e 5'7"e 5'0"e 5'0"e 60"e 350NF150-21 33 24 513"e 5'31,e 5'3"e 4'10"e 4'10"e 4'10"e 4'6"e 4'6"e 4'6"e 4'1"e 4'1"e 4'1"e 350NF150-27 33 12 8'9"e 8'91.e T81.e 8.1"e 8'11.e 7'4"e 7'7"e 7'7"e T0"e 6'9"e 6'91.e 6.611e 350NF150-27 33 16 7'7"e 7'7"e 7'011e 7'01.e 7'0"e 6'8"e 6'7"e 6'7".e 6'4"e 611"e 5'11"e 5'11"e 350NF150-27 33 24 6'2"a 6'2"a 6'1"a 5'9"a 5'9"a 5.91.a 5.4"a 5'4"a 5'4"a 4'10"a 4'10"a 4'10"e 350NF150-33 33 12 9111.1 9110.1 8'3" 9'2" 9'2" 7'10" 8'7"a 8'7"a 7'6" T 8"a 7'8"a 7'0"e 350NF150-33 33 16 6.7"e 8'7"e 7'6" 7'11"e T11"e 7'2"e 7'5"e TYe 6'10"e 6'8"e 6'8"e 6'4"e 350NF150-33 33 24 7'011e 7'011e 6'7"e 6'6"e 6'6"e 6'3"e 6'Va 6'1"e 6'0"e 5'5"e 5'5"e 5'5"e 350NF15043 33 12 11.8" 10'8" 9101. 10,101, 10'2" 8'7" 10'2" 9.61. 8'2" 9'1" 9.011 7'7" 350NF150-43 33 16 10'2" 9181. 8'2" 9'5" 9'2" 7'9" 8191, 8.91. 7'5" 7'10" 7'10" 6111, 350NF150-43 33 24 8'3" 8'3" 7'2" 7'8" 7'8" 6'9" 7'2"a 7'2"a 6'6" 6.51.a 6'5"a 6'0"e 350NF150-21 50 12 8.4"e 8'2"e 6'11"e T9"e 7'9"e 6.7"e 7'3"e 7'3"e 6'3"e 65"e 6'5"e 610"e 350NF150-21 50 16 7'31,e 7'3"e 6'3"e 6.81.e 6'8"e 6'01.e 6'3"e 6'3"e 68"e 67"e 5'7"e 64"e 350NF150-21 50 24 5'11"e 611"e 5'6"e 5'5"e 5'5"e 5'2"e 5'11.e 5'1"e 60"e 4'7"e 4'7"e 4'7"e 350NF150-27 50 12 10'3" 8.111. 7'7" 9'7" 8'6" 7'2" 8'11"a BIT. 6'10" 8'0"a 7'7"a 6'4" 350NF150-27 50 16 8'11"'e 8111, 6'10" 8'3"a 7'9"a 6'6" 7'9"a 7'5"a 6'3" 6'11"a 6'10"a 5'9"e 350NF150-27 50 24 7'4"e 7'1"e 6'01,e 6'91.e 6'9"e 5'8"e 6'4"e 6'4"e 5'5"e 5'8"e 5'8"e 5'Ill e 350NF150-33 50 12 1111.. 9.8.. 8'2" 10'6" 9'2" T 9" 10'0" 8191. T 5" 9'1" 8'2" 6'10" 350NF150-33 50 16 10.0" 8'9" 7'5" 9'5" 8'4" 7'0" 8191, 8101, 6'9" T 10"a 7'5" 6'3" 350NF150-33 50 24 8'3" 7'8" 6'6" 7'8"a 7'3"a 6'2" 7'2"a 7'U.a 5'10" 6'5"a 6'5"a 5'5"e 350NF150-43 50 12 12'2" 10'8" 9'0" 11'7" 10.11. 8'6" 11.1" 9.81. 8'2" 10'3" 9'0" 7'7" 350NF150A3 50 16 11.11. 9.8.. 8'2" 10'6" 9'2" 7'9" 10.1" 8.91. 7'5" 9'3" 8'2" 6'11" 350NF150-43 1 50 24 9'8" 8'5" 7'1" 910.1 8'0" 6'9" 8'5" 7'8" 6161, 7'6" TV 6'0" 350NF150-21 70 12 9'2" 811.1 6'10" 8'6"a 7'8" 6 6" 8'0"a 7'4"a 6'3" 7'2"a 6'10"a 5'9"e 350NF150-21 70 16 8101.e 7'4"e 6'3" 7'5"e 7'0"e 5'11" 6'11"e 6'8"e 518"e 6'2"e 6'2"e 5'3"e 350NF150-21 70 24 66"e 6'51.e 5'5"e 6'0"e 6.0"e 5'2"e 5.81.e 5'8"e 4'11"e 60"e 5'0"e 4'7"e 350NF150-27 70 12 10'2" 8'10" 7'6" 9.8.. 8'5" 7'1" 9'3" 811.. 6'9" 8'7" 7'6" 6'4" 350NF150-27 70 16 9'3" 8111, 6'9" 8'9" 7'8" 6'6" 8'4" 7'4" 6'2" T 7"a 6'9" 5'9" 350NF150-27 70 24 8'0"a 7'0" 5'11" 7'5"a 6'8" 5'8" 6 11"a 6'5"a 5'5" 6'2"a 5'11"a 5'0"e 350NF150-33 70 12 10,101, 9'6" 8101, 10'4" 9'0" 7'7" 9110.1 ale.. T 3" 9'2" 8'0" 6'9" 350NF150-33 70 16 91101. 8'8" TT' 9'5" 8'2" 61111, 9101. 7'10" 6'7" 8'4" 7'3" 6'2" 350NF15033 70 24 8'8" 7'V' 6'4" 8'2" 7'2" 6'0" 7'10" 6'10" 5'9" 7'3"a 6'4" 5'4" 350NF150-43 70 12 12'0" 10'6" 81101, 1115.. 10'0" 6'5" 10'11" 9'7" 8'1" 10'2" 8110.1 7'6" 350NF150-43 70 16 10'11" 9'7" 8'1" 10'5" 9'1" 7'8" 9'11" 8'8" 7'4" 9'3" 8'1" 6'10" 350NF150-43 70 24 9'7" 8'4" 7'0" 9.1... 7'11" 6'8" 8'8" 7'7" 6'5" 8'1" 7'0" 5'11" Y ESR-1638 I Most Widely Accepted and Trusted Page 14 of 42 TABLES-LIMITING WALL HEIGHT TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT FOR RECOGNITION UNDER 2006 IBC AND 2006 IRC- EXTERIOR NON-LOAD BEARING NON-COMPOSITE(CURTAIN WALLS)-CONTINUED Section Fy Spacing 30 psf =9'l" 35 pelf 40 psf 50 sf (ksi) (in)o.c. U240 U36040 U360 U600 U240 U360 U600 U240 U360 U600 550NF150-21 33 12 9'2"e 9'2"e "e 8'6"e 8'6"e 7'11"e 7'11"e 7'11"e 7'0"e 7'0"e 7'0"e 550NF150-21 33 16 7'11"e 7'11"e4"e 7'4"e 7'4"e 6'7"e 6'7"e 6'7"e 5'3"e 5'3"e 5'3"e 550NF150-21 33 24 5'10"e 5'10"e0"e 5'0"e 5'0"e 4'5"e 4'5"e 4'5"e 3'6"e 3'6"e 3'6"e 550NF150-27 33 12 11'4"a 11'4"a6"a 10'6"a 10'5"a 9'10"a 9'10"a 9'10"a 6'10"a 8'10"a 8'10"e 550NF150-27 33 16 9'10"e 9'10"e1"e 9'1"e 9'1"e 8'6"e 816"e 8'6"e 7'7"e 7'7"e 7'7"e 550NF150-27 33 24 6'0"e 8'01.e 8'0"e 7'51,e 7'S"e 7'5"e 7'01.e 7'0"e 7'0"e 63"e 6'3"e 6'3"e 550NF150-33 33 12 13'6"e 13'6"e 11'8"e 12'6"e 12'6"e 11'1"e 11'8"e 11'8"e 10'7"e 1015"e 10'5"e 9'10"e 550NF150-33 33 16 11'8"e 11'8"e 10'7"e 10'10"e 10'10"e 191"e 10'1"e 10'1"e 9'8"e 91"e 9'1"e 8'11"e 550NF150-33 33 24 9'6"e 9'6"e 9'3"e 8'10"e 8'10"e 8'10"e 8'3"e 8'3"e 8'3"e 7'5"e 7'5"e 7'5"e 650NF150-43 33 12 15,101, 15'1" 12'9" 14'8" 14'4" 12'1" 13'9"a 13'9"a 11'7" 12'3"a 12'3"a 10'9"e 550NF150-43 33 16 13'9"a 13'9"a 11'7" 12'8"a 12'8"a 11'0" 1T11"a 11'11"a 10'6"a 10'8"a 10'8"a 9'9"e 550NF150-43 33 24 11'2"e 11'2"e 101111e 10'5"e 10'5"e 9'7"e 9181,e 9'8"e 9'2"e 8'8"e 8'8"e 8'6"e 650NF150-21 50 12 10'5"e 10'5"e 9181.e 9'7"e 9'7"e 9'2"e 8'10"e 8'10"e 8'9"e 7'0"e 7'0"e 7'0"e 550NF150-21 50 16 6'10"e 8'10"e 8'9"e 7'7"e 7'7"e 7'7"e 6'7"e 67"e 6'7"e 5'3"e 5'3"e 5'31.e 550NF150-21 50 24 5'10"e 5'10"e 610"e 5'0"e 5'0"e 5'0"e 4'5"e 4'5"e 4'5"e 3'6"e 3'6"e 3'6"e 550NF150-27 50 12 12'9"e 12'9"e 10'9"e 11'10"e 11'10"e 10'3"e 11'1"e 11'1"e 9'10"e 9'11"e 9'11"e 9'1"e 550NF150-27 50 16 11'1"e 11'1"e 9'10"e 10'3"e 10'3"e 9'4"e 9'7"e 9'7"e 8'11"e 8'7"e 8'7"e 8'3"e 550NF150-27_ 50 24 9'0"e 9.01,e 8'7"e 8'4"e 8'4"e 8'2"e 7'10"e 7'10"e 7'9"e 7'0"e 7'0"e 7'0"e 550NF150-33 50 12 15'2" 13'9" 11'7" 14'0"a 13'1" 11'0" 13'1"a 12'6"a 10'6" 11'9"a 11'7"a 9'9"e 550NF150-33 50 16 1311"e 12'6"e 10'6" 12'2"e 11'10"e 10'0" 11'4"e 11'4"e 9'7"e 10'2"e 10'2"e 8'11"e 550NF150-33 50 24 10'9"e 10'9"e 9'2"e 9'11"e 9'11"e 8'9"e 913"e 9'3"e 8'4"e 8'4"e 6'4"e 7'9"e 550NF160-43 50 12 17'3" 15'1" 12'8" 16'4" 14'4" 12'1" 15.81. 13'8" 11'6" 14'6" 12'8" 1991, 550NF150-43 50 16 15'8" 13'8" 1116.1 14'10" 13'0" 11.01. 14'1" 12'5" 10'6" 12'7"a 11'6" 9'9" 550NF15043 50 24 13'3"a 11'11" 10'1" 12'4"a 11'4"a 9'7" 11'6"a 10'10"a 9'2" 10'3"a 10'1"a 8'6"e 550NF150-21 70 12 11'6"e 11'1"e 9'4"e 10'1"e 10'1"e 8'10"e 8'10"e 8'10"e 8'6"e 7'0"e 7'0"e 7'01,e — 550NF150-21 70 16 8'10"e 8'10"e 816"e 7'7"e 7'7"e 7'7"e 6'7"e 6'7"e 6'7"e 5'3"e 513"e 5'3"e 550NF150-21 70 24 610"e 5'10"e 5'10"e 5'0"e 5'01.e 5'0"e 4'5"e 4'5"e 4'51.e 3'6"e 3'6"e 3'6"e 550NF150-27 70 12 14'2" 12'6" 10'7" 13'1"a 11'10" 10'0" 12'3"a 11'4"a 9'7" 10'11"a 10'7"a 8'11"e 550NF150-27 70 16 12'3"e 11'4"e 9'7" 11'4"e 10'9"e 9'1" 10'7"e 194"e 8'8"e 9'6"e 9'6"e 8'11.e 550NF150-27 70 24 10'0"e 9'11"e 8'4"e 9'3"e 9'3"e 7'11"e 8'8"e 8'81'e 7'7"e 7'7"e 7'7"e 7'1"e 550NF150-33 70 12 15'7" 13'7" 11'6" 14'10" 12'11" 10'11" 17 2" 12'4" 10'5" 12'11" 11'6" 9'8" 550NF150-33 70 16 14'2" 12'4" 10'S" 13'4" 11.91. 9.111. 12'6"a 11'3" 9'6" 11'2"a 10'5"a 8'10" 550NF150-33 70 24 11'9"a 10'10" 9111. 10'11"a 10'3"a 8'8" 10'2"a 9'10"a 8'3"a 9'2"a 9'1"a 7'8"e 550NF150-43 70 12 17'1" 14'11" 12'7" 16'3" 14'2" 12'0" 15'6" 13'7" 11'S" 14'S" 12'7" 10'7" 550NF15043 70 16 15'6" ITT' 11'5" 14'9" 12'11" 19 10" 14'1" 12'4" 10'5" 13'1" 11-6" 9181, 550NF150-43 70 24 13'7" 11,101, 10'0" 12'11" IVY 9'6" 12'4" 1019, 9.11. 11'5"a 10'0" 8'5" 600NF150-27 33 12 1219"e 12'9"e 11'10"e 11'10"e 11'10"e 11'3"e 11'1"e 11'1"e 10'9"e 9'11"e 9'11"e 9'11"e 600NF150-27 33 16 11'1"e 11'1"e 10'9"e 10'3"e 10'3"e 10'3"e 9'7"e 9'7"e 9'7"e 8'7"e 8'7"e 817"e 600NF160-27 33 24 9'0"a 910,18 9'0"a 8'4"a 8'4"a 8'4"a 7'10"a 7'10"a 7'10"a 7'0"a 7'0"a 7'0"e 600NF150-33 33 12 14'6"e 14'6"e 12'9"e 13'5"e ITS"e 12'1"e 12'7"e 12'7"e 11'7"e 11'3"e 11'3"e 10'9"e 600NF150-33 33 16 12'7"e 12'7"e 11'7"e 11'8"e 11'8"e 11'0"e 10'11"e 10'11"e 10'6"e 9'9"e 9'9"e 9'91,e 600NF150-33 33 24 10'3"e 10'3"e 10'1"e 9'6"e 9'6"e 9'6"e 8'11"e 8'11"e 8'11"e 8'0"e 8'0"e 8'01.e 600NF15043 33 12 17'5"e 16'6" 13'11" 161"e 15'8"e 13'3" 161"e 160"e 12'8" 13'6"e 13'6"e 11'9"e 600NF15043 33 16 15'1"e 15'0"e 12'8" 13'11"e 13'11"e 12'0"e 13'0"e 13'0"e 11'6"e 11'8"e 11'8"e 10'8"e 600NF15043 1 33 24 1 12'4"e 12'4"e 11'1"e 11'5"e 11'5"e 10'6"e 10'8"e 10'8"e 10'1"e 9'6"e 9'6"e 9'4"e 600NF150-27 50 12 14'7"e 13'11"e 11'9"e 13'6"e 13'3"e 11'2"e 12'8"e 12'8"e 10'8"e 11'4"e. 11'4"e 9'11"e 600NF150-27 50 16 12'8"e 12'8"e 10'8"e 11'9"e 11'9"e 10'2"e 11'0"e 11'0"e 9'8"e 9'10"e 9'10"e 9'0"e 600NF150-27 50 24 10'4"e 10'4"e 914"e 9'7"e 9'7"e 8'10"e 8'9"e 8'9"e 8'6"e 7'0"e 7'0"e 7'0"e 600NF150-33 50 12 16'8"e 15'0" 12'8" 165"e 14'3"e 12'0" 14'5"e 13'8"e 11'6" 12'11"e 12'8"e 10'6"e 600NF150-33 50 16 14'5"e 13'8"e 11'6" 13'4"e 13'0"e 10'11"e 12'6"e 12'5"e 10'6"e 11'2"e 11'2"e 9'9"e 600NF150-33 50 24 11'9"e 11'9"e 10'1"e 10'11"e 10'11"e 9'7"e 10'2"e 10'2"e 9'2"e 9'1"e 9'1"e 8'6"e 600NF15043 50 12 18'10" 16'6" 13'11" 17'11" 1681, 13'2" 17'1" 14'11" 12'7" 15'7"a 13'11" 11'9" 600NF150-43 50 16 17'1" 14'11" 12'7" 16'1" 14'2" 12'0" 15'1"a 13'7" 11'6" 13'6"a 12'7"a 10'8" 600NF15043 1 50 24 1 14'3"a 13'1"a 11'0" 13'2"a 12'5"a 10'6" 12'4"a 11'10"a 10'0"a 11'0"a 11'0"a 9 4"e 600NF150-27 70 12 15'9"e 13'9"e 11'7"e 14'11"e 13'1"e 11'0"e 14'0"e 12'6"e 10'6"e 12'7"e 11'7"e 9'9"e 600NF150-27 70 16 14'0"e 12'6"e 10'6"e 13'0"e 11'10"e 10'0"e 12'2"e 11'4"e 9'7"e 10'6"e 10'6"e 911"e 600NF150-27 70 24 11'5"e 10'11"e 9'2"e 10'0"e 10'0"e 8'9"e 8'91.e 8'9"e 8'4"e 7'0"e 7'011e 7'01,e 600NF150-33 70 12 17'0" 14'10" 12'6" 16'2" 14'1" 11'11" 15'5" 13'6" 11'5" 14'4"a 12'6" 10'7" 600NF150-33 70 16 IVY 1316, 11'5" 14'8"a 12'10" 10'10" 13'11"a 12'3"a 10'4" 12'S"a 11'5"a 9'7" 600NF150-33 70 24 13'2"e 11'9"e Id 11 12'2"e 11'2"e 9'5"e 11'4"e 10'9"e 9'0"e 10'2"e 9'11"e 8'5"e 600NF150-43 70 12 18'9" 16'S" 13'10" 17'10" 15'7" 13'2" 17'1" 14'11" 12'7" 15'10" 13'10" 11,91 600NF150-43 70 16 17'1" 14'11" 12'7" 16 3" 14'2" 11,111, IS 6" 13'7" 11'5" 14'S" 12'7" 19 7" 600NF150-43 1 70 1 24 1 14'11" 13'0" 11'0" 1 14'2" 12'4" 10'5" 1 13'7" 11'10" 10'0" 1 12'2"a 11'0"a 9'3" ESR-1538 I Most Widely Accepted and Trusted Page 15 of 42 NOTES TO TABLES 6A AND 6B 1. Allowable axial loads listed in kips(1 kip=1000 lb). 2. Allowable axial loads determined in accordance with section C5 of the NASPEC,with section D4 used for treatment of punchouts. 3. Listed lateral pressures and axial loads have been modified for strength checks based on multiple transient load or mull combinations:D+0.75W+0.75L per Chapter 16 of the IBC. See individual tables for applicable ratio of D/L. 4.For D/L ratios between 0.25 and 0.6,it is acceptable to use linear interpolation between the respective tables. 5.For D/L ratios less than 0.25,it is conservative to use the tables for D/L=0.25. 6. Allowable axial loads based on bracing KyLy=KtLt=48 inches. 7. Superscripts represent exceeded deflection:'=U120 exceeded;2=U240 exceeded;3=1-/360 exceeded; 6=U600 exceeded;7=U720 exceeded. 8. Pressures greater than 5 psf have been multiplied by 0.7 for deflection checks. 5 psf pressures have not been modified. 9. Studs are assumed to be adequately braced to develop full allowable moment,Ma. 10.Check end reactions for web crippling. TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) Wall 350NF150-(mils) Height Spacing F =33 ksi (ft) (in)o.c. 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.19 1.60 2.28 0.96 1.43 2.24 0.80 1.26 2.05 0.65 7 1.09 1.87 8 16 1.19 1.60 2.28 0.80 1.26 2.05 0.607 1.03 1.81 0.406 0.81 6 1.58 24 1.13 1.60 2.28 0.506 0.92 7 1.70 0.226 0.61 6 1.36 0.31 6 1.04 6 12 1.16 1.56 2.22 0.80 1.23 2.01 0.61 6 1.02 7 1.78 0.436 0.826 1.567 9 16 1.14 1.56 2.22 0.61 6 1.02 7 1.78 0.37 6 0.76 6 1.49 7 0.15 3 0.51 6 1.22 6 24 1.00 1.46 2.22 0.26 6 0.636 1.356 3 0.283 0.96 6 0.59 6 12 1.13 1.51 2.15 0.63 6 1.02' 1.75 0.42 6 0.79 6 1.49' 0.22 3 0.56 6 1.24 6 10 16 1.04 1.47 2.15 0.42 6 0.79 6 1.49 7 0.153 0.496 1.16 6 0.22 3 0.866 24 0.87 6 1.28 7 2.03 0.03 3 0.353 1.01 6 0.58 3 0.183 12 0.92' 1.28 1.98 0.31 3 0.626 1.236 0.06 2 0.35 3 0.926 0.10 20.64 3 12 16 0.806 1.157 1.84 0.062 0.353 0.92 6 0.022 0.563 0.222 24 0.593 0.92 6 1.586 0.38 3 12 0.686 0.996 1.56' 0.042 0.283 0.753 0.442 0.152 14 16 0.55 3 0.85 6 1.406 0.44 2 0.07 2 24 0.33 2 0.603 1.11 3 12 0.47 3 0.72 3 1.17 6 0.02 2 0.382 0.082 16 16 0.34 2 0.58 3 1.01 3 0.082 24 0.122 0.332 0.732 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.506 0.92 7 1.70 0.356 0.76 6 1.53 0.22 6 0.61 6 1.36 0.31 6 1.04 6 8 16 0.226 0.616 1.367 0.043 0.416 1.146 0.226 0.936 0.536 24 3 0.033 0.736 2 3 0.446 0.163 12 0.266 0.636 1.356 0.093 0.456 1.156 0.283 0.966 0.596 9 16 0.28 3 0.96 6 0.05 3 0.71 6 0.48 3 0.03 3 24 0.25 3 12 0.033 0.353 1.016 0.163 0.796 0.583 0.183 10 16 0.583 0.31 3 0.05 3 24 12 0.383 0.14 2 12 16 24 12 14 16 24 12 16 16 24 ESR-1538 I Most Widely Accepted and Trusted Page 16 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 350NF150-(mils) Height Spacing Fy=50 ksi (ft) (in)o.c. 27 1 33 1 43 27 1 33 43 27 1 33 1 43 27 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.26 1.75 2.48 1.16 1.72 2.48 1.03 1.58 2.45 0.91 1 1.44 2.30 8 16 1.26 1.75 2.48 1.03 1.58 2.45 0.876 1.407 2.25 0.71 6 1.22 6 2.06 24 1.26 1.75 2.48 0.796 1.31 7 2.16 0.56 6 1.056 1.87 7 0.34 3 0.80 6 1.60 6 12 1.22 1.67 2.38 1.01 7 1.52 2.35 0.86 6 1.357 2.17 0.71 6 1.18 6 1.98 7 9 16 1.22 1.67 2.38 0.86 6 1.357 2.17 0.66 6 1.136 1.93 7 0.483 0.93 6 1,706 24 1.17 1.67 2.38 0.57 3 1.03' 1.81 6 0.31 3 0.73 3 1.486 0.06 2 0.45 3 1.17 3 12 1.18 1.59 2.26 0.85 6 1.307 2.08 0.686 1.11 6 1.86 7 0.52 3 0.93 6 1.66 6 10 16 1.18 1.59 2.26 0.68 6 1.11 6 1.86 7 0.46 3 0.87 6 1.596 0.26 2 0.65 3 1.34 6 24 1.046 1.51 7 2.26 0.36 3 0.76 3 1.46 6 0.07 2 0.43 3 1.103 0.14 2 0.76 3 12 1.03 7 1.40 2.02 0.55 3 0.896 1.54 6 0.34 2 0.67 3 1.286 0.16 2 0.47 2 1.05 3 12 16 0.946 1.326 2.02 0.342 0.673 1.286 0.102 0.412 0.983 0.162 0.702 24 0.77 3 1.14 6 1.82 6 0.28 2 0.84 3 0.44 2 0.08 2 12 0.806 1.12 6 1.70' 0.272 0.552 1.()53 0.07 2 0.32 2 0.792 0.11 2 0.55 2 14 16 0.69 3 1.01 6 1.57 6 0.07 2 0.32 2 0.79 2 0.05 2 0.482 0.20 2 24 0.51 2 0.81 3 1.34 3 0.33 2 12 0.59 3 0.86 3 1.32 6 0.07 2 0.28 2 0.67 2 0.06' 0.41 2 0.192 16 16 0.492 0.75 3 1.193 0.06' 0.41 2 0.12' 24 0.30 2 0.54 2 0.96 2 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.796 1.317 2.16 0.676 1.176 2.01 0.566 1.056 1.877 0.343 0.806 1.606 8 16 0.566 1.056 1.877 0.413 0.886 1.696 0.273 0.723 1.516 0.413 1.176 24 0.133 0.573 1.346 2 0.343 1.096 0.122 0.853 0.393 12 0.573 1.036 1.816 0.443 0.886 1.646 0.313 0.733 1.486 0.062 0.453 1.173 9 16 0.31 3 0.73 3 1.48 6 0.14 2 0.55 3 1.27 6 0.37 3 1.073 0.03 2 0.693 24 0.002 0.192 0.883 0.603 0.332 12 0.363 0.763 1.466 0.212 0.593 1.286 0.072 0.433 1.103 0.142 0.763 10 16 0.07 2 0.43 3 1.10 3 0.23 2 0.87 3 0.04 2 0.66 3 0.25 2 24 0.452 0.162 12 0.282 0.843 0.102 0.632 0.442 0.082 12 16 0.442 0.202 24 12 0.33 2 0.13 2 14 16 24 12 16 16 24 ESR-1538 1 Most Widely Accepted and Trusted Page 17 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall Spacing 350NF150-(mils) Height (in)o.c. Fy=70 ksi (ft) 27 1 33 43 27 1 33 1 43 27 1 33 1 43 27 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.26 1.75 2.49 1.23 1.75 2.49 1.12 1.72 2.49 1.016 1.61 2.49 8 16 1.26 1.75 2.49 1.12 1.72 2.49 0.98 6 1.57 7 2.45 0.84 6 1.43 6 2.30 24 1.26 1.75 2.49 0.91 6 1.507 2.37 0.71 6 1.30 6 2.15 7 0.53 3 1.106 1.93 6 12 1.22 1.67 2.38 1.09, 1.65 2.38 0.966 1.517 2.34 0.84 6 1.38 6 2.207 9 16 1.22 1.67 2.38 0.96 6 1.517 2.34 0.796 1.34 6 2.15 7 0.64 3 1.186 1.97 6 24 1.22 1.67 2.38 0.71 3 1.26 6 2.06 6 0.493 1.023 1.80 6 0.27 2 0.793 1.54 3 12 1.18 1.59 2.26 0.95 6 1.45 7 2.24 0.806 1.306 2.07 7 0.65 3 1.15 6 1.906 10 16 1.18 1.59 2.26 0.806 1.306 2.07 7 0.61 3 1.103 1.85 6 0.43 2 0.923 1.64 6 24 1.11 6 1.59 7 2.26 0.52 3 1.01 3 1.74 6 0.27 2 0.75 2 1.45 3 0.03 2 0.50 2 1.17 3 12 1.087 1.40 2.02 0.66 3 1.07 3 1.746 0.48 2 0.893 1.53 6 0.32 2 0.72 2 1.33 3 12 16 1.00 6 1.406 2.02 0.48 2 0.893 1.53 6 0.26 2 0.66 2 1.27 3 0.07 2 0.46 2 1.03 2 24 0.863 1276 1976 0.162 0.562 1.153 0.272 0.822 0.01 1 0.512 12 0.85 6 1.216 1.74 7 0.392 0.73 2 1.26 3 0.21 2 0.54 2 1.03 2 0.041 0.37 2 0.84 2 14 16 0.763 1.123 1.696 0.212 0.542 1.032 0.312 0.772 0.101 0.532 24 0.602 0.952 1.503 0.211 0.65 2 0.321 0.02' 12 0.653 0.96 3 1.42 6 0.18 2 0.47 2 0.87 2 0.281 0.65 2 0.11 1 0.46 2 16 16 0.56 2 0.86 2 1.31 3 0.281 0.65 2 0.051 0.401 0.171 24 0.392 0.692 1.12 2 0.28' 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.91 6 1.507 2.37 0.81 6 1.406 2.26 7 0.71 6 1.306 2.157 0.53 3 1.106 1.93 6 8 16 0.716 1.306 2.157 0.593 1.176 2.006 0.473 1.043 1.866 0.232 0.793 1.596 24 0.35 3 0.91 3 1.72 6 0.17 2 0.73 3 1.52 3 0.002 0.552 1.32 3 0.21 2 0.953 12 0.713 1.266 2.066 0.603 1.146 1.936 0.493 1.023 1.806 0.272 0.793 1.543 9 16 0.493 1.023 1.806 0.342 0.873 1.636 0.202 0.722 1.463 0.442 1.153 24 0.072 0.582 1.303 0.372 1.083 0.182 0.852 0.442 12 0.523 1.013 1.746 0.392 0.883 1.593 0.272 0.752 1.453 0.032 0.502 1.173 10 16 0.272 0.752 1.453 0.112 0.582 1.263 0.422 1.082 0.122 0.742 24 0.27 2 0.91 2 0.05 2 0.66 2 0.42 2 12 0.162 0.562 1.153 0.022 0.41 2 0.982 0.272 0.822 0.01 1 0.512 12 16 0.27 2 0.82 2 0.091 0.61 2 0.42 2 0.061 24 0.23 2 12 0.21 1 0.65 2 0.06 0.48 2 0.321 0.02 14 16 0.321 0.11 1 24 12 0.281 0.121 16 16 24 r , ESR-1538 1 Most Widely Accepted and Trusted Page 18 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing Fy=33 ksi (ft) (in)o.c. 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 27 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.33 1.84 2.63 1.33 1.84 2.63 1.23 1.84 2.63 1.12 1.76 2.63 8 16 1.33 1.84 2.63 1.23 1.84 2.63 1.09 1.73 2.63 0.95 1.59 2.53 24 1.33 1.84 2.63 1.02 1.66 2.61 0.81 1.45 2.39 0.61 1.24 2.17 12 1.33 1.84 2.63 1.24 1.84 2.63 1.11 1.75 2.63 0.97 1.61 2.56 9 16 1.33 1.84 2.63 1.11 1.75 2.63 0.93 1.57 2.51 0.76 1.39 2.32 24 1.33 1.84 2.63 0.84 1.48 2.42 0.59 1.22 2.14 0.34 7 0.96 1.87 12 1.33 1.84 2.63 1.14 1.78 2.63 0.97 1.61 2.55 0.81 1.44 2.37 10 16 1.33 1.84 2.63 0.97 1.61 2.55 0.76 1.39 2.32 0.55 7 1.18 2.09 24 1.31 1.84 2.63 0.65 1.28 2.20 0.35 6 0.97 7 1.86 0.05 6 0.66 6 1.53 12 1.33 1.84 2.63 0.90 1.53 2.45 0.67 7 1.29 2.20 0.456 1.06 7 1.95 12 16 1.31 1.84 2.63 0.67 1.29 2.20 0.38 6 0.99 7 1.87 0.10 6 0.70 6 1.557 24 1.14 1.77 2.63 0.24 6 0.84 6 1.71 7 3 0.42 6 1.24 6 3 0.02 3 0.81 6 12 1.26 1.81 2.59 0.62 6 1.217 2.09 0.34 6 0.91 6 1.76 7 0.07 3 0.63 6 1.44 6 14 16 1.14 1.76 2.59 0.34 6 0.91 6 1.76 7 0.54 6 1.34 6 0.19 3 0.956 24 0.92 6 1.53 2.44 0.36 3 1.14 6 0.58 3 0.06 3 12 1.09 1.67 2.47 0.33 6 0.86 6 1.65 7 0.01 3 0.52 3 1.26 6 0.203 0.91 6 16 16 0.95 7 1.52 2.38 0.01 3 0.52 3 1.26 6 0.10 3 0.793 0.36 3 24 0.69 6 1.246 2.07 7 0.57 3 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.02 1.66 2.61 0.91 1.55 2.50 0.81 1.45 2.39 0.61 1.24 2.17 8 16 0.81 1.45 2.39 0.67 1.31 2.24 0.54 1.18 2.10 0.27 7 0.91 1.82 24 0.41 1.04 1.96 0.21 7 0.84 1.75 0.01 6 0.64 7 1.54 0.26 6 1.13 12 0.84 1.48 2.42 0.71 1.35 2.28 0.59 1.22 2.14 0.34 7 0.96 1.87 9 16 0.59 1.22 2.14 0.42 7 1.05 1.96 0.257 0.88 1.78 0.55 6 1.43 24 0.096 0.71 7 1.60 0.47 6 1.34 0.23 6 1.087 0.58 6 12 0.65 1.28 2.20 0.50 7 1.12 2.03 0.35 6 0.97 7 1.86 0.05 6 0.66 6 1.53 10 16 0.356 0.977 1.86 0.156 0.767 1.64 0.566 1.437 0:176 1.016 24 0.36 6 1.22 7 0.08 6 0.90 6 0.60 6 0.01 6 12 0.246 0.84 6 1.71 7 0.04 6 0.62 6 1.47 7 0.42 6 1.24 6 0.02 3 0.81 6 12 16 0.426 1.246 0.153 0.956 0.676 0.123 24 0.393 12 0.36 3 1.14 6 0.10 3 0.86 6 0.58 3 0.06.3 14 16 0.58 3 0.23 3 24 12 0.57 3 0.26 3 16 16 24 ESR-1538 I Most Widely Accepted and Trusted Page 19 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.26) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing(in)o.c. Fy=50 ksi (ft) 27 1 33 1 43 27 1 33 1 43 27 r 33 43 27 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.48 2.04 3.01 1.48 2.04 3.01 1.47 2.04 3.01 1.37 2.04 3.01 8 16 1.48 2.04 3.01 1.47 2.04 3.01 1.34 2.04 3.01 1.22 1.92 3.01 24 1.48 2.04 3.01 1.28 1.98 3.01 1.09 1.80 3.01 0.91 1.61 2.84 12 1.48 2.04 3.01 1.48 2.04 3.01 1.36 2.04 3.01 1.24 1.94 3.01 9 16 1.48 2.04 3.01 1.36 2.04 3.01 1.20 1.90 3.01 1.04 1.74 2.96 24 1.48 2.04 3.01 1.12 1.82 3.01 0.89 1.59 2.81 0.66 1.36 2.58 12 1.48 2.04 3.01 1.38 2.04 3.01 1.24 1.93 3.01 1.09 1.78 3.00 10 16 1.48 2.04 3.01 1.24 1.93 3.01 1.04 1.74 2.95 0.85 1.54 2.76 24 1.48 2.04 3.01 0.95 1.64 2.85 0.67 6 1.35 2.57 0.40 6 1.08 6 2.29 12 1.48 2.04 3.01 1.16 1.85 3.01 0.95 7 1.64 2.84 0.756 1.43 2.62 12 16 1.48 2.04 3.01 0.95 7 1.64 2.84 0.69 6 1.36 7 2.55 0.43 6 1.096 2.28 7 24 1.38 2.04 _ 3.01 0.56 6 1.22 6 2.41 7 0.191 0.84 6 2.01 6 0.47 3 1.63 6 12 1.43 1.99 2.94 0.88 6 1.53 7 2.69 0.62 6 1.26 6 2.40 7 0.383 1.006 2.12 6 14 16 1.35 1.99 2.94 0.62 6 1.26' 2.407 0.30 3 0.92 6 2.04 6 0.603 1.696 24 1.16 6 1.83 7 2.94 0.15 3 0.75 3 1.86 6 0.29 3 1.37 3 0.91 3 12 1.27 1.89 2.74 0.59 6 1.18 6 2.20 7 0.303 0.86 3 1.86 6 0.03 2 0.57 3 1.556 16 16 1.156 1.787 2.74 0.303 0.863 1.866 0.483 1.453 0.132 1.083 24 0.91 6 1.52 6 2.56 7 0.302 1.26 3 0.72 2 0.23 2 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.28 1.98 3.01 1.18 1.89 3.01 1.09 1.80 3.01 0.91 1.61 2.84 8 16 1.09 1.80 3.01 0.97 1.67 2.90 0.85 1.55 2.78 0.61 7 1.31 2.54 24 0.73 1.43 2.66 0.55 7 1.25 2.48 0.38 6 1.07 7 2.31 0.04 6 0.73 6 1.96 12 1.12 1.82 3.01 1.00 1.70 2.92 0.89 1.59 2.81 0.66' 1.36 2.58 9 16 0.89 1.59 2.81 0.74 7 1.43 2.66 0.596 1.28 2.50 0.30 6 0.98 6 2.21 24 0.44 6 1.13 7 2.35 0.23 6 0.91 6 2.13 0.02 6 0.69 6 1.91 7 0.27 6 1.49 6 12 0.95 1.64 2.85 0.807 1.49 2.71 0.67 6 1.357 2.57 0.40 6 1.08 6 2.29 10 16 0.67 6 1.35 7 2.57 0.49 6 1.17 7 2.38 0.31 6 0.99 6 2.207 0.63 6 1.84 6 24 0.14 6 0.81 6 2.01 7 0.55 6 1.75 6 0.29 3 1.496 0.986 12 0.566 1.226 2.41 7 0.376 1.036 2.21 7 0.193• 0.846 2.016 0.473 1.636 12 16 0.193 0.84 6 2.01 6 0.59 3 1.76 6 0.36 3 1.51 6 1.033 24 0.13 3 1.27 3 0.91 3 0.58 3 12 0.153 0.75 3 1.86 6 0.52 3 1.61 6 0.293 1.37 3 0.91 3 14 16 0.29 3 1.37 3 0.01 2 1.06 3 0.773 0.21 2 24 0.482 0.08 2 12 0.302 1.263 0.042 0.993 0.722 0.232 16 16 0.72 2 0.39 2 0.082 24 K ESR-1638 I Most Widely Accepted and Trusted Page 20 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing Fy=70 ksi 27 1 33 1 43 27 1 33 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.54 2.11 3.13 1.54 2.11 3.13 1.54 2.11 3.13 1.51 2.11 3.13 8 16 1.54 2.11 3.13 1.54 2.11 3.13 1.48 2.11 3.13 1.38 2.09 3.13 24 1.54 2.11 3.13 1.43 2.11 3.13 1.27 1.98 3.13 1.11 1.83 3.13 12 1.54 2.11 3.13 1.54 2.11 3.13 1.50 2.11 3.13 1.40 2.11 3.13 9 16 1.54 2.11 3.13 1.50 2.11 3.13 1.36 2.07 3.13 1.23 1.94 3.13 24 1.54 2.11 3.13 1.29 2.00 3.13 1.09 1.80 3.11 0.90 6 1.60 2.91 12 1.54 2.11 3.13 1.52 2.11 3.13 1.39 2.10 3.13 1.27 1.97 3.13 10 16 1.54 2.11 3.13 1.39 2.10 3.13 1.22 1.93 3.13 1.06 7 1.76 3.06 24 1.54 2.11 3.13 1.14 7 1.85 3.13 0.90 6 1.60 2.90 0.66 6 1.36 6 2.66 12 1.54 2.11 3.13 1.33 2.03 3.13 1.14' 1.84 3.12 0.97 6 1.65 7 2.94 12 16 1.54 2.11 3.13 1.14 7 1.84 3.12 0.91 6 1.59 6 2.88 0.69 6 1.36 6 2.64 7 24 1.52 2.11 3.13 0.806 1.48 6 2.76 7 0.47 3 1.14' 2.41 6 0.16 3 0.81 3 2.08 6 12 1.46 2.03 3.03 1.05 6 1.71 7 2.95 0.82 6 1.47 6 2.707 0.613 1.25 6 2.46 6 14 16 1.46 2.03 3.03 0.82 6 1.47 6 2.70 7 0.54 3 1.17 6 2.38 6 0.28 2 0.893 2.086 24 1.29 6 1.97 7 3.03 0.41 3 1.03 3 2.23 6 0.03 2 0.62 3 1.80 3 0.242 1.40 3 12 1.35 1.90 2.77 0.76 3 1.36 6 2.43 6 0.51 3 1.093 2.14 6 0.27 2 0.833 1.87 3 16 16 1.246 1.887 2.77 0.513 1.093 2.146 0.202 0.753 1.793 0.432 1.463 24 1.046 1.666 2.747 0.052 0.592 1.623 0.142 1.152 0.722 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.43 2.11 3.13 1.35 2.06 3.13 1.27 1.98 3.13 1.11 1.83 3.13 8 16 1.27 1.98 3.13 1.17 1.88 3.13 1.06 1.77 3.08 0.86 7 1.57 2.88 24 0.96 7 1.67 2.98 0.81 6 1.51 2.83 0.65 6 1.36 7 2.68 0.36 6 1.06 6 2.39 7 12 1.29 2.00 3.13 1.19 1.90 3.13 1.09 1.80 • 3.11 0.906 1.60 2.91 9 16 1.09 1.80 3.11 0.96 7 1.67 2.98 0.83 6 1.54 7 2.85 0.58 6 1.286 2.59 24 0.71 6 1.41 7 2.72 0.52 6 1.21 6 2.53 7 0.33 6 1.03 6 2.34 7 0.66 6 1.98 6 12 1.14 7 1.85 3.13 1.02 7 1.72 3.02 0.906 1.607 2.90 0.66 6 1.36 6 2.66 7 10 16 0.906 1.607 2.90 0.746 1.446 2.74 0.596 1.286 2.587 0.293 0976 2276 24 0.433 1.126 2.426 0.213 0.896 2.196 0.673 1.976 0.233 1.533 12 0.806 1.486 2.767 0.633 1.306 2.586 0.473 1.146 2.416 0.163 0.813 2.086 12 16 0.473 1.146 2.416 0.263 0.923 2.196 0.062 0.713 1.976 0.302 1.553 24 0.50 3 1.76 3 0.21 2 1.45 3 1.15 3 0.592 12 0.41 3 1.03 3 2.23 6 7212 0.82 3 2.01 6 0.03 2 0.62 3 1.803 0.24 2 1.403 14 16 0.032 0.623 1.803 0.362 1.533 0.122 1.273 0.782 24 1.02 2 0.662 0.32 2 12 0.052 0.592 1.623 0.362 1.383 0.142 1.152 0.722 16 16 0.142 1.152 0.862 0.592 0.072 24 0.32 2 ESR-1538 I Most Widely Accepted and Trusted Page 21 of 42 w TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing Fy=33 ksi _ (ft) (in)o.c. 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.73 2.23 3.08 1.73 2.23 3.08 1.72 2.23 3.08 1.61 2.22 3.08 8 16 1.73 2.23 3.08 1.72 2.23 3.08 1.57 2.19 3.08 1.43 2.04 3.08 24 1.73 2.23 3.08 1.50 2.11 3.08 1.28 1.89 2.98 1.07 1.68 2.77 12 1.73 2.23 3.08 1.73 2.23 3.08 1.59 2.21 3.08 1.45 2.07 3.08 9 16 1.73 2.23 3.08 1.59 2.21 3.08 1.41 2.02 3.08 1.22 1.83 2.92 24 1.73 2.23 3.08 1.32 1.93 3.01 1.04 1.65 2.74 0.78 1.38 2.47 12 1.73 2.23 3.08 1.63 2.23 3.08 1.45 2.06 3.08 1.28 1.89 2.97 10 16 1.73 2.23 3.08 1.45 2.06 3.08 1.22 1.83 2.91 1.00 1.61 2.69 24 1.73 2.23 3.08 1.11 1.72 2.80 0.79 1.38 2.47 0.47 7 1.06 2.14 12 1.73 2.23 3.08 1.37 1.97 3.05 1.13 1.72 2.80 0.897 1.48 2.55 12 16 1.73 2.23 3.08 1.13 1.72 2.80 0.81 7 1.40 2.47 0.51 6 1.097 2.15 24 1.63 2.23 3.08 0.66 6 1.24 7 2.31 0.23 6 0.79 6 1.84 7 0.36' 1.40 6 12 1.71 2.20 3.07 1.06 1.64 2.71 0.756 1.32 7 2.37 0.46 6 1.01 6 2.05 7 14 16 1.63 2.20 3.07 0.75 6 1.32' 2.37 0.36 6 0.91 6 1.94 7 0.53 6 1.546 24 1.39 1.99 3.06 0.186 0.726 1.746 0.163 1.156 0.603 12 1.55 2.11 2.94 0.72 6 1.25 7 2.24 0.36 6 0.87 6 1.83 6 0.03 3 0.52 6 1.46 6 16 16 1.40 1.96 2.94 0.36 6 0.87 6 1.83 6 0.41 3 1.34 6 0.87 3 24 1.116 1.667 2.67 0.193 1.106 0.443 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.50 2.11 3.08 1.39 2.00 3.08 1.28 1.89 2.98 1.07 1.68 2.77 8 16 1.28 1.89 2.98 1.14 1.75 2.84 1.00 1.61 2.70 0.72 1.33 2.42 24 0.86 1.47 2.56 0.65 1.26 2.35 0.44 1.05 2.14 0.04 6 0.64 1.74 12 1.32 1.93 3.01 1.18 1.79 2.88 1.04 1.65 2.74 0.78 1.38 2.47 9 16 1.04 1.65 2.74 0.87 1.47 2.56 0.69 1.29 2.38 0.35 7 0.95 2.03 24 0.52 7 1.12 2.21 0.27 6 0.86 1.95 0.02 6 0.607 1.69 0.11 6 1.197 12 1.11 1.72 2.80 0.95 1.55 2.63 0.79 1.38 2.47 0.47 7 1.06 2.14 10 16 0.79 1.38 2.47 0.57 7 1.17 2.25 0.36 6 0.957 2.03 0.54 6 1.61 24 0.16 6 0.74 7 1.82 0.43 6 1.51 7 0.13 6 1.20 7 0.60 6 12 0.66 6 1.24 7 2.31 0.44 6 1.01 7 2.07 0.23 6 0.79 6 1.84 7 0.36 6 1.40 6 12 16 0.23 6 0.79 6 1.84 0.506 1.54 7 0.22 6 1.25 6 0.69 6 24 0.97 6 0.55 6 0.16 3 12 0.186, 0.726 1.746 0.436 1.446 0.163 1.156 0.603 14 16 0.163 1.156 0.786 0.433 24 0.083 12 0.193 1.106 0.763 0.443 16 16 0.44 3 0.03 3 24 R ESR-1538 I Most Widely Accepted and Trusted Page 22 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing(in)o.c. Fy=50 ksi (n) 27 1 33 1 43 27 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 2.03 2.67 3.67 2.03 2.67 3.67 2.03 2.67 3.67 2.03 2.67 3.67 8 16 2.03 2.67 3.67 2.03 2.67 3.67 1.99 2.67 3.67 '1.86 2.65 3.67 24 2.03 2.67 3.67 1.93 2.67 3.67 1.73 2.51 3.67 1.54 2.31 3.61 12 2.03 2.67 3.67 2.03 2.67 3.67 2.01 2.67 3.67 1.88 2.67 3.67 9 16 2.03 2.67 3.67 2.01 2.67 3.67 1.84 2.62 3.67 1.68 2.45 3.67 24 2.03 2.67 3.67 1.76 2.54 3.67 1.51 2.28 3.57 1.27 2.03 3.33 12 2.03 2.67 3.67 2.03 2.67 3.67 1.88 2.66 3.67 1.72 2.50 3.67 10 16 2.03 2.67 3.67 1.88 2.66 3.67 1.67 2.44 3.67 1.47 2.23 3.52 24 2.03 2.67 3.67 1.57 2.34 3.62 1.27 2.02 3.32 0.98 6 1.71 3.01 12 2.03 2.67 3.67 1.80 2.57 3.67 1.57 2.33 3.60 1.357 2.10 3.37 12 16 2.03 2.67 3.67 1.57 2.33 3.60 1.287 2.02 3.30 1.006 1.727 3.00 24 2.03 2.67 3.67 1.146 1.877 3.15 0.736 1.44 6 2.71 7 0.35 3 1.026 2.306 12 1.99 2.62 3.64 1.487 2.21 3.49 1.196 1.907 3.17 0.926 1.616 2.867 14 16 1.99 2.62 3.64 1.196 1.907 3.17 0.83 6 1.51 6 2.777 0.493 1.146 2.38 6 24 1.79 2.54 3.64 0.663 1.32 6 2.576 0.17 3 0.793 2.026 0.303 1.50 3 12 1.88 2.45 3.41 1.11 6 1.756 2.92 0.783 1.406 2.55 6 0.47 3 1.063 2.20 6 16 16 1.74 2.43 3.41 0.78 3 1.406 2.55 6 0.38 3 0.963 2.086 0.553 1.65 3 24 1.486 2.147 3.33 0.192 0.753 1.866 0.182 1.253 0.692 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.93 2.67 3.67 1.83 2.61 3.67 1.73 2.51 3.67 1.54 2.31 3.61 8 16 1.73 2.51 3.67 1.60 2.38 3.67 1.47 2.24 3.54 1.22 1.98 3.29 24 1.35 2.11 3.42 1.16 1.91 3.23 0.977 1.72 3.04 0.606 1.347 2.67 12 1.76 2.54 3.67 1.63 2.41 3.67 1.51 2.28 3.57 1.27 2.03 3.33 9 16 1.51 2.28 3.57 1.35 2.11 3.41 1.19 1.94 3.25 0.877 1.62 2.93 24 1.037 1.78 3.09 0.806 1.537 2.85 0.57 6 1.297 2.61 0.126 0.83 6 2.157 12 1.57 2.34 3.62 1.42 2.18 3.47 1.27 2.02 3.32 0.986 1.71 3.01 10 16 1.27 2.02 3.32 1.077 1.82 3.11 0.886 1.617 2.92 0.51 6 1.22 6 2.53 24 0.696 1.417 2.72 0.42 6 1.12 6 2.437 0.156 0.846 2.157 0.296 1.606 12 1.146 1.877 3.15 0.93 6 1.657 2.93 0.736 1.44 6 2.71 7 0.353 1.026 2.306 12 16 0.736 1.446 2.71 7 0.476 1.166 2.436 0.223 0.896 2.166 0.383 1.646 24 0.633 1.90 6 0.253 1.516 1.14 3 0.42 3 12 0.663 1.32 6 2.576 0.41 3 1.056 2.296 0.173 0.793 2.02 6 0.303 1.50 3 14 16 0.173 0.793 2.026 0.463 1.676 0.143 1.343 0.703 24 1.013 0.553 0.112 12 0.192 0.753 1.866 0.463 1.553 0.182 1.253 0.692 16 16 0.182 1.253 0.873 0.512 24 0.162 ESR-1538 1 Most Widely Accepted and Trusted Page 23 of 42 TABLE 6A COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.25) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing Fy=70 ksi (ft) (in)o.c. 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 2.17 2.85 3.96 2.17 2.85 3.96 2.17 2.85 3.96 2.17 2.85 3.96 8 16 2.17 2.85 3.96 2.17 2.85 3.96 2.17 2.85 3.96 2.12 2.85 3.96 24 2.17 2.85 3.96 2.17 2.85 3.96 2.00 2.85 3.96 1.83 2.67 3.96 12 2.17 2.85 3.96 2.17 2.85 3.96 2.17 2.85 3.96 2.14 2.85 3.96 9 16 2.17 2.85 3.96 2.17 2.85 3.96 2.10 2.85 3.96 1.95 2.79 3.96 24 2.17 2.85 3.96 2.03 2.85 3.96 1.81 2.64 3.96 1.59 2.42 3.82 12 2.17 2.85 3.96 2.17 2.85 3.96 2.13• 2.85 3.96 1.99 2.83 3.96 10 16 2.17 2.85 3.96 2.13 2.85 3.96 1.95 2.78 3.96 1.77 2.60 3.96 24 2.17 2.85 3.96 1.86 2.69 3.96 1.597 2.41 3.81 1.33 6 2.14' 3.54 12 2.17 2.85 3.96 2.05 2.85 3.96 1.85 2.67 3.96 1.65 7 2.47 3.85 12 16 2.17 2.85 3.96 1.85 2.67 3.96 1.597 2.40 3.78 1.34 6 2.14 7 3.51 24 2.17 2.85 3.96 1.466 2.27 7 3.65 1.096 1.88 6 3.25 7 0.74 3 1.51 6 2.87 6 12 2.12 2.80 3.92 1.757 2.55 3.92 1.48 6 2.27 7 3.64 1.24 6 2.01 6 3.36 7 14 16 2.12 2.80 3.92 1.486 2.27 7 3.64 1.16 6 1.92 6 3.27 7 0.85 3 1.596 2.91 6 24 2.03 7 2.80 3.92 1.00 3 1.75 6 3.09 6 0.55 3 1.283 2.58 6 0.14 2 0.83 3 2.1 0 3 12 1.95 2.57 3.56 1.356 2.066 3.27 1.06 3 1.74 6 2.93 6 0.78 3 1.443 2.62 6 16 16 1.91 2.57 3.56 1.06 3 1.74 6 2.936 0.693 1.35 3 2.51 6 0.362 0.99 3 2.13 3 24 1.68 6 2.40 3.56 0.52 2 1.16 3 2.32 6 0.05 2 0.65 2 1.76 3 0.182 1.25 2 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 2.17 2.85 3.96 2.09 2.85 3.96 2.00 2.85 3.96 1.83 2.67 3.96 8 16 2.00 2.85 3.96 1.89 2.73 3.96 1.78 2.61 3.96 1.55 2.38 3.79 24 1.66 2.50 3.91 1.50 2.33 3.74 1.33 7 2.16 3.57 1.00 6 1.82 7 3.24 12 2.03 2.85 3.96 1.92 2.75 3.96 1.81 2.64 3.96 1.59 2.42 3.82 9 16 1.81 2.64 3.96 1.66 2.49 3.90 1.52 2.35 3.75 1.24 6 2.06 3.47 24 1.38 7 2.20 3.61 1.17 6 1.99 7 3.40 0.97 6 1.78 7 3.18 0.57 6 1.37 6 2.77 7 12 1.86 2.69 3.96 1.72 2.55 3.95 1.597 2.41 3.81 1.33 6 2.14 7 3.54 10 16 1.59 7 2.41 3.81 1.417 2.23 3.63 1.24 6 2.05 7 3.45 0.91 6 1.71 6 3.10 7 24 1.07 6 1.886 3.27 0.82 6 1.62 6 3.01 7 0.58 3 1.37 6 2.766 0.11 3 0.88 3 2.26 6 12 1.46 6 2.27 7 3.65 1.27 6 2.076 3.45 1.096 1.88 6 3.25 7 0.743 1.51 6 2.87 6 12 16 1.096 1.886 3.257 0.863 1.646 3.006 0.633 1.406 2.756 0.203 0.933 2276 24 0.413 1.163 2.516 0.092 0.823 2.156 0.503 1.813 1.153 12 1.003 1.756 3.096 0.773 1.516 2.836 0.553 1.283 2.586 0.142 0.833 2.103 14 16 0.553 1.283 2.58 6 0.28 2 0.983 2.26 6 0.01 2 0.69 3 1.95 3 0.15 2 1.37 3 24 0.41 2 1.65 3 0.02 2 1.22 3 0.82 2 0.05 2 12 0.522 1.163 2.326 0.282 0.903 2.033 0.052 0.652 1.763 0.182 1.252 16 16 0.052 0.662 1.76 3 0.33 2 1.41 3 0.02 2 1.092 0.47 2 24 0.77 2 0.32 2 ESR-1538 I Most Widely Accepted and Trusted Page 24 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) Wall 350NF160-(mils) i (in)o.c. Height Spacing F =33 ksi ( 27 33 43 27 33 43 27 33 43 27 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.19 1.60 2.28 0.91 1.36 2.13 0.76 1.19 1.95 0.61 ' 1.03 1.78 8 16 1.18 1.60 2.28 0.76 1.19 1.95 0.56 7 0.98 1.72 0.386 0.77 6 1.50 24 1.07 1.53 2.28 0.47 6 0.87 7 1.61 0.206 0.586 1.297 0.306 0.986 12 1.16 1.56 2.22 0.76 1.17 1.90 0.586 0.97 7 1.69 0.41 6 0.786 1.48' 9 16 1.09 1.53 2.22 0.586 0.97' 1.69 0.35 6 0.72 6 1.41 ' 0.14 3 0.49 6 1.166 24 0.95 1.38 2.13 0.246 0.606 1.28 6 0.26 3 0.91 6 0.56 6 12 1.07 1.48 2.15 0.60 6 0.97 7 1.66 0.406 0.756 1.41 ' 0.203 0.54 6 1.186 10 16 0.98 1.39 2.12 0.406 0.756 1.41 0.143 0.47s 1.106 0.213 0.826 24 0.82 6 1.22 1.93 0.34 3 0.96 6 0.55 3 0.17 3 12 0.87 1.21 1.88 0.29 3 0.59 6 1.17 6 0.06 2 0.33 3 0.88 6 0.102 0.61 3 12 16 0.76 6 1.09' 1.74 0.062 0.33 3 0.88 6 0.02 2 0.52 3 0.21 2 24 0.56 3 0.886 1.506 0.36 3 0.002 12 0.646 0.93 6 1.48' 0.03 2 0.26 3 0.71 3 0.41 2 0.15 2 14 16 0.52 3 0.80 6 1.32 6 0.41 2 0.06 2 24 0.31 2 0.57 3 1.063 12 0.45 3 0.69 3 1.11 6 0.02 2 0.36 2 0.07 2 16 16 0.332 0.553 0.963 0.072 24 0.11 2 0.31 2 0.692 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.47 6 0.87' 1.61 0.34 6 0.72 6 1.45 0.206 0.58 6 1.29' 0.306 0.98 6 8 16 0.206 0.586 1.297 0.033 0.396 1.086 0.216 0.886 0.506 24 0.033 0.696 0.416 0.143 12 0.246 0.606 1.286 0.093 0.436 1.096 0.263 0.916 0.566 9 16 0.26 3 0.91 6 0.053 0.68 6 0.45 3 0.03 3 24 0.243 12 0.033 0.343 0.966 0.153 0.756 0.553 0.173 10 16 0.55 3 0.29 3 0.053 24 12 0.36 3 0.13 2 12 16 24 12 14 16 24 12 16 16 24 ESR-1538 1 Most Widely Accepted and Trusted Page 25 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBCIIRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 350NF150-(mils) Height Spacing(in)o.c. Fy=50 ksi (ft) 27 1 33 1 43 27 1 33 1 43 27 33 1 43 27 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.26 1.75 2.46 1.10 1.63 2.47 0.98 1.50 2.33 0.867 1.37 2.18 8 16 1.26 1.75 2.48 0.98 1.50 2.33 0.82 6 1.32 7 2.14 0.676 1.156 1.95 24 1.22 1.75 2.48 0.75 6 1.247 2.04 0.536 0.996 1.78 7 0.32 3 0.766 1.526 12 1.22 1.67 2.38 0.96 7 1.44 2.23 0.81 6 1.28 7 2.05 0.686 1.12 6 1.887 9 16 1.22 1.67 2.38 0.81 6 1.28 7 2.05 0.636 1.07 6 1.83 7 0.46 3 0.886 1.61 6 24 1.11 1.61 2.38 0.54 3 0.97 6 1.726 0.293 0.693 1.406 0.062 0.43 3 1.11 3 12 1.18 1.59 2.26 0.81 6 1.24 7 1.97 0.646 1.05 6 1.76 7 0.493 0.88 6 1.57 6 10 16 1.11 1.57 2.26 0.64 6 1.05 6 1.76 7 0.443 0.831 1.51 6 0.252 0.61 3 1.27 6 24 0.996 1.437 2.19 0.343 0.723 1.396 0.072 0.413 1.043 0.132 0.723 12 0.98 7 1.35 2.02 0.523 0.85 6 1.466 0.332 0.643 1.22 6 0.15 2 0.452 1.00 3 12 16 0.896 1.256 1.92 0.332 0.643 1.226 0.092 0.382 0.933 0.152 0.662 24 0.73 3 1.08 6 1.73 6 0.27 2 0.79 3 0.42 2 0.082 12 0.756 1.066 1.617 0.262 0.522 0.993 0.062 0.302 0.752 0.112 0.522 14 16 0.663 0.966 1.496 0.062 0.302 0.752 0.052 0.452 0.192 24 0.492 0.77 3 1.283 0.32 2 12 0.56 3 0.82 3 1.25 6 0.07 2 0.27 2 0.63 2 0.061 0.392 0.182 16 16 0.462 0.71 3 1.133 0.06� 0.392 0.11 1 24 0.292 0.52 2 0.91 2 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.75 6 1.24 7 2.04 0.646 1.11 6 1.91 0.53 6 0.996 1.787 0.32 3 0.76 6 1.52 6 8 16 0.536 0.996 1.787 0.393 0.846 1.606 0.263 0.683 1.446 0.393 1.116 24 0.133 0.543 1.276 0.323 1.046 0.122 0.813 0.373 12 0.543 0.976 1.726 0.423 0.836 1.566 0.293 0.693 1.406 0.062 0.433 1113 9 16 0.293 0.69 3 1.406 0.142 0.52 3 1.21 6 0.353 1.02 3 0.02 2 0.66 3 24 0.182 0.833 0.573 0.322 12 0.343 0.723 1.396 0.202 0.563 1.216 0.072 6.41 3 1.043 0.132 0.723 10 16 0.072 0.413 1.043 0.222 0.833 0.042 0.623 0.242 24 0.432 0.152 12 0.272 0.793 0.102 0.602 0.422 0.082 12 16 0.42 2 0.192 24 12 0.32 2 0.13 2 14 16 24 12 16 16 24 ESR-1538 I Most WIdely Accepted and Trusted Page 26 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBCIIRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall Spacing 350NF150-(mils) Height (in)o.c. Fy=70 ksi N 27 1 33 43 27 1 33 1 43 27 1 33 43 27 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.26 1.75 2.49 1.16 1.74 2.49 1.06 1.63 2.47 0.966 1.53 2.36 8 16 1.26 1.75 2.49 1.06 1.63 2.47 0.93 6 1.49' 2.32 0.806 1.366 2.18 24 1.26 1.75 2.49 0.866 1.43 2.25 0.686 1.23 6 2.04 7 0.501 1.04 6 1.836 12 1.22 1.67 2.38 1.04 7 1.56 2.36 0.91 6 1.43 7 2.22 0.79 6 1.316 2.09' 9 16 1.22 1.67 2.38 0.911, 1.437 2.22 0.756 1.27 6 2.04 7 0.603 1.126 1.87 6 24 1.16 1.67 2.38 0.683 1.19 6 1.96 6 0.46 3 0.97 3 1.70 6 0.26 2 0.753 1.46 3 12 1.18 1.59 2.26 0.906 1.387 2.12 0.76 6 1.23 6 1.96 7 0.62 3 1.09 6 1.80 6 10 16 1.16 1.59 2.26 0.76 6 1.23 6 1.96' 0.583 1.05 3 1.756 0.41 2 0.87 3 1.56 6 24 1.056 1.53' 2.26 0.493 0.963 1.656 0.25 2 0.71 2 1.37 3 0.03 2 0.472 1.11 3 12 1.03 7 1.40 2.02 0.62 3 1.01 3 1.656 0.46 2 0.84 3 1.45 6 0.302 0.682 1.263 12 16 0.956 1.34 6 2.02 0.462 0.84 3 1.45 6 0.252 0.632 1.20 3 0.06 2 0.44 2 0.98 2 24 0.81 3 1.206 1.876 0.152 0.532 1.093 0.262 0.772 0.01 1 0.492 12 0.816 1.146 1.707 0.372 0.702 1.193 0.192 0.512 0.982 0.04� 0.352 0.792 14 16 0.723 1.063 1.616 0.192 0.512 0.982 0.302 0.732 0.101 0.512 24 0.57 2 0.902 1.433 0.201 0.622 0.301 0.02' 12 0.62 3 0.91 3 1.356 0.17 2 0.44 2 0.822 0.26 0.62 2 0.101 0.432 16 16 0.53 2 0.82 2 1.24 3 0.26 0.62 2 0.05' 0.38 0.16 24 0.372 0.65 2 1.06 2 0.27 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.86 6 1.437 2.25 0.77 6 1.33 6 2.14 7 0.68 6 1.23 6 2.04 7 0.503 1.046 1.836 8 16 0.68 6 1.23 6 2.04 7 0.563 1.11 6 1.90 6 0.44 3 0.981 1.766 0.22 2 0.753 1.50 6 24 0.333 0.863 1.636 0.162 0.693 1.443 0.002 0.522 1.253 0.202 0.903 12 0.683 1.196 1.966 0.573 1.086 1.836 0.463 0.973 1.706 0.262 0.753 1.463 9 16 0.463 0.973 1.706 0.322 0.823 1.546 0.192 0.682 1.393 0.422 1.093 24 0.062 0.552 1.243 0.352 1.023 0.172 0.812 0.412 12 0.493 0.963 1.65 6 0.37 2 0.83 3 1.51 3 0.262 0.71 2 1.373 0.03 2 0.472 1.11 3 10 16 0.252 0.712 1.373 0.102 0.552 1.193 0.402 1.022 0.122 0.702 24 0.252 0.862 0.052 0.622 0.402 12 0.152 0.532 1.093 0.022 0.392 0.932 0.00' 0.262 0.772 0.492 12 16 0.26 2 0.772 0.09 1 0.582 0.392 0.051 24 0.22 2 12 0.20 1 0.622 0.05 0.452 0.30 0.02 14 16 0.301 0.11 1 24 12 0.27' 0.11 16 16 24 ESR-1538 I Most Widely Accepted and Trusted Page 27 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing(in)o.c. Fy=33 ksi (ft) 27 33 1 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.33 1.84 2.63 1.26 1.84 2.63 1.16 1.77 2.63 1.06 1.67 2.58 8 16 1.33 1.84 2.63 1.16 1.77 2.63 1.03 1.64 2.54 0.90 1.51 2.40 24 1.33 1.84 2.63 0.96 1.57 2.47 0.77 1.37 2.26 0.57 1.18 2.06 12 1.33 1.84 2.63 1.18 1.79 2.63 1.05 1.66 2.56 0.92 1.53 2.42 9 16 1.33 1.84 2.63 1.05 1.66 2.56 0.88 1.49 2.38 0.72 1.32 2.20 24 1.31 1.84 2.63 0.80 1.40 2.29 0.56 1.16 2.03 0.32 7 0.91 1.77 12 1.33 1.84 2.63 1.08 1.69 2.59 0.92 1.53 2.42 0.77 1.37 2.25 10 16 1.33 1.84 2.63 0.92 1.53 2.42 0.72 1.32 2.20 0.52 7 1.11 1.98 24 1.24 1.84 2.63 0.62 1.22 2.09 0.33 6 0.92 1.77 0.056 0.63 6 1.46 12 1.32 1.84 2.63 0.85 1.45 2.32 0.647 1.22 2.08 0.43 6 1.001 1.85 12 16 1.24 1.84 2.63 0.64 1.22 2.08 0.36 6 0.93 7 1.77 0.106 0.66 6 1.47 7 24 1.08 1.68 2.58 0.236 0.796 1.62 7 0.40 6 1.181, 0.02 3 0.77 6 12 1.19 1.78 2.59 0.596 1.15 7 1.98 0.32 6 0.86 6 1.66 7 0.07 3 0.60 6 1.37 6 14 16 1.08 1.67 2.55 0.32 6 0.86 6 1.66 7 0.51 6 1.27 6 0.183 0.90 6 24 0.886 1.45 2.31 0.34 3 1.08 6 0.553 0.06 3 12 1.04 1.58 2.41 0.32 6 0.82 6 1.56 7 0.01 3 0.493 1.206 0.193 0.86 6 16 16 0.907 1.44 2.26 0.01 3 0.49 3 1.20 6 0.103 0.75 3 0.34 3 24 0.656 1.186 1.967 0.543 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 0.96 1.57 2.47 0.86 1.47 2.37 0.77 1.37 2.26 0.57 1.18 2.06 8 16 0.77 1.37 2.26 0.64 1.24 2.13 0.51 1.12 1.99 0.26 7 0.86 1.72 24 0.38 0.99 1.86 0.207 0.80 1.66 0.01 6 0.61 7 1.46 0.246 1.07 12 0.80 1.40 2.29 0.68 1.28 2.16 0.56 1.16 2.03 0.32 7 0.91 1.77 9 16 0.56 1.16 2.03 0.407 0.99 1.86 0.24 7 0.83 1.69 0.52 6 1.35 24 0.096 0.68 7 1.52 0.45 6 1.27 0.22 6 1.03 7 0.556 12 0.62 1.22 2.09 0.47 7 1.06 1.93 0.33 6 0.92 7 1.77 0.056 0.63 6 1.46 10 16 0.33 6 0.92 7 1.77 0.14 6 0.72 7 1.56 0.536 1.35 7 0.166 0.95 6 24 0.35 6 1.15 7 0.07 6 0.86 6 0.57 6 0.01 6 12 0.236 0.796 1.627 0.036 0.596 1.407 0.406 1.186 0.023 0.776 12 16 0.406 1.186 0.143 0.906 0.636 0.123 24 0.373 12 0.343 1.086 0.103 0.816 0.553 0.063 14 16 0.55 3 0.22 3 24 12 0.543 0.243 16 16 24 ESR-1538 I Most Widely Accepted and Trusted Page 28 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing(in)o.c. Fy=50 ksi (ft) 27 1 33 1 43 27 1 33 1 43 27 1 33 43 27 1 33 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.48 2.04 3.01 1.48 2.04 3.01 1.39 2.04 3.01 1.30 1.97 3.01 8 16 1.48 2.04 3.01 1.39 2.04 3.01 1.27 1.94 3.01 1.15 1.82 2.98 24 1.48 2.04 3.01 1.21 1.88 3.01 1.04 1.70 2.86 0.86 1.53 2.69 12 1.48 2.04 3.01 1.40 2.04 3.01 1.29 1.95 3.01 1.17 1.84 3.00 9 16 1.48 2.04 3.01 1.29 1.95 3.01 1.14 1.80 2.96 0.99 1.65 2.81 24 1.48 2.04 3.01 1.06 1.73 2.88 0.84 1.50 2.66 0.63 7 1.29 2.45 12 1.48 2.04 3.01 1.31 1.98 3.01 1.17 1.83 2.99 1.03 1.69 2.86 10 16 1.48 2.04 3.01 1.17 1.83 2.99 0.99 1.65 2.80 0.817 1.46 2.61 24 1.46 2.04 3.01 0.90 1.55 2.71 0.63 6 1.28 2.43 0.386 1.02 6 2.17 12 1.48 2.04 3.01 1.10 1.76 2.90 0.90 7 1.55 2.69 0.71 6 1.357 2.49 12 16 1.45 2.04 3.01 0.907 1.55 2.69 0.65 6 1.29 7 2.42 0.41 6 1.04 6 2.16 7 24 1.31 1.97 3.01 0.536 1.166 2.297 0.183 0.806 1.916 0.453 1.556 12 1.38 1.99 2.94 0.83 6 1.45 7 2.55 0.59 6 1.196 2.287 0.36 3 0.956 2.01 6 14 16 1.28 1.93 2.94 0.596 1.19 6 2.287 0.293 0.87 6 1.93 6 0.57 3 1.61 6 24 1.106 1.73 7 2.84 0.14 3 0.72 3 1.77 6 0.28 3 1.30 3 0.86 3 12 1.21 1.81 2.74 0.566 1.126 2.087 0.283 0.823 1.776 0.032 0.543 1.476 16 16 1.096 1.687 2.68 0.283 0.823 1.776 0.453 1.383 0.122 1.023 24 0.86 6 1.44 6 2.437 0.28 2 1.20 3 0.692 0.22 2 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.21 1.88 3.01 1.12 1.79 2.95 1.04 1.70 2.86 0.86 1.53 2.69 8 16 1.04 1.70 2.86 0.92 1.59 2.75 0.81 1.47 2.64 0.587 1.24 2.41 24 0.69 1.36 2.52 0.52 7 1.19 2.35 0.36 6 1.02 7 2.19 0.03 6 0.696 1.86 12 1.06 1.73 2.88 0.95 1.61 2.77 0.84 1.50 2.66 0.63 7 1.29 2.45 9 16 0.84 1.50 2.66 0.707 1.36 2.52 0.56 6 1.21 2.37 0.286 0.93 6 2.09 24 0.426 1.07 7 2.23 0.21 6 0.86 6 2.02 0.01 6 0.666 1.81 7 0.26 6 1.41 6 12 0.90 1.55 2.71 0.76 7 1.42 2.57 0.63 6 1.287 2.43 0.386 1.02 6 2.17 10 16 0.63 6 1.287 2.43 0.46 6 1.11 7 2.26 0.29 6 0.94 6 2.08 7 0.60 6 1.74 6 24 0.136 0.776 1.91 7 0.52 6 1.666 0.28 3 1.41 6 0.93 6 12 0.536 1.166 2.297 0.356 0.986 2.097 0.183 0.806 1.916 0.453 1.556 12 16 0.183 0.806 1.916 0.563 1.666 0.343 1.436 0.983 24 0.123 1.203 0.873 0.553 12 0.143 0.723 1.776 0.493 1.536 0.283 1.303 0.863 14 16 0.28 3 1.30 3 0.01 2 1.01 3 0.73 3 0.202 24 0.46 2 0.07 2 12 0.282 1.203 0.04 2 0.93 3 0.69 2 0.22 2 16 16 0.692 0.372 0.082 24 ESR-1538 ( Most Widely Accepted and Trusted Page 29 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 550NF150-(mils) Height Spacing Fy=70 ksi (ft) (in)o.c. 27 1 33 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.54 2.11 3.13 1.54 2.11 3.13 1.51 2.11 3.13 1.43 2.11 3.13 8 16 1.54 2.11 3.13 1.51 2.11 3.13 1.41 2.08 3.13 1.31 1.98 3.13 24 1.54 2.11 3.13 1.36 2.03 3.13 1.21 1.88 3.12 1.06 1.73 2.97 12 1.54 2.11 3.13 1.52 2.11 3.13 1.42 2.10 3.13 1.32 2.00 3.13 9 16 1.54 2.11 3.13 1.42 2.10 3.13 1.29 1.97 3.13 1.16 1.84 3.07 24 1.54 2.11 3.13 1.23 1.90 3.13 1.04 1.71 2.95 0.856 1.52 2.76 12 1.54 2.11 3.13 1.44 2.11 3.13 1.32 1.99 3.13 1.20 1.87 3.10 10 16 1.54 2.11 3.13 1.32 1.99 3.13 1.16 1.83 3.06 1.00 7 1.67 2.90 24 1.54 2.11 3.13 1.087 1.75 2.98 0.856 1.51 7 2.75 0.63 6 1.296 2.527 12 1.54 2.11 3.13 1.26 1.92 3.13 1.087 1.74 2.96 0.92 6 1.57� 2.78 12 16 1.54 2.11 3.13 1.08' 1.74 2.96 0.866 1.51 6 2.73 0.65 6 1.29 6 2.50 7 24 1.44 2.11 3.13 0.76 6 1.40 6 2.61 ' 0.45 3 1.08 6 2.286 0.15 3 0.77 3 1.97 6 12 1.46 2.03 3.03 0.99 6 1.63' 2.80 0.786 1.406 2.56 7 0.58 3 1.18 6 2.336 14 16 1.38 2.03 3.03 0.78 6 1.40 6 2.56' 0.51 3 1.11 6 2.26 6 0.262 0.84 3 1.986 24 1.22 6 1.87 7 3.03 0.393 0.98 3 2.12 6 0.03 2 0.59 3 1.71 3 0.232 1.33 3 12 1.28 1.89 2.77 0.72 3 1.29 6 2.30 6 0.48 3 1.03 3 2.03 6 0.262 0.79 3 1.78 3 16 16 1.186 1.787 2.77 0.483 1.033 2.036 0.192 0.713 1.703 0.412 1.383 24 0.996 1.58 6 2.607 0.05 2 0.562 1.543 0.142 1.092 0.692 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.36 2.03 3.13 1.28 1.96 3.13 1.21 1.88 3.12 1.06 1.73 2.97 8 16 1.21 1.88 3.12 1.11 1.78 3.02 1.01 1.68 2.93 0.817 1.48 2.73 24 0.91 7 1.58 2.83 0.76 6 1.44 2.69 0.62 6 1.297 2.55 0.346 1.00 6 2.277 12 1.23 1.90 3.13 1.13 1.80 3.04 1.04 1.71 2.95 0.85 6 1.52 2.76 9 16 1.04 1.71 2.95 0.91 1 1.58 2.82 0.796 1.46 7 2.70 0.55 6 1.21 6 2.46 24 0.67 6 1.33 7 2.58 0.496 1.15 6 2.40' 0.32 6 0.97 6 2.227 0.626 1.886 12 1.08 7 1.75 2.98 0.97 7 1.63 2.86 0.85 6 1.51 7 2.75 0.63 6 1.296 2.52 7 10 16 0.85 6 1.51 7 2.75 0.70 6 1.36 6 2.60 0.566 1.21 6 2.457 0.273 0.92 6 2.156 24 0.413 1.066 2.306 0.203 0.846 2.086 0.633 1.876 0.223 1.453 12 0.766 1.406 2.61 ' 0.603 1.246 2.456 0.453 1.086 2.286 0.153 0.773 1.976 12 16 0.453 1.08 6 2.286 0.25 3 0.87 3 2.07 6 0.06 2 0.673 1.87 6 0.292 1.473 24 0,483 1.67 3 0.202 1.383 1.09 3 0.662 12 0.39 3 0.98 3 2.12 6 0.20 2 0.783 1.91 6 0.03 2 0.59 3 1.71 3 0.232 1.33 3 14 16 0.03 2 0.59 3 1.71 3 0.34 2 1.453 0.11 2 1.20 3 0.74 2 24 0.962 0.62 2 0.302 12 0.052 0.562 1.543 0.342 1.313 0.142 1.092 0.692 16 16 0.142 1.092 0.822 0.562 0.072 24 1 0.31 2 ESR-1538 1 Most Widely Accepted and Trusted Page 30 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing(in)o.c. Fy=33 ksi (h) 27 1 33 1 43 27 1 33 1 43 27 33 1 43 27 t 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 1.73 2.23 3.08 1.73 2.23 3.08 1.63 2.21 3.08 1.52 2.11 3.08 8 16 1.73 2.23 3.08 1.63 2.21 3.08 1.49 2.07 3.08 1.35 1.93 2.96 24 1.73 2.23 3.08 1.42 2.00 3.03 1.22 1.80 2.83 1.01 1.59 2.63 12 1.73 2.23 3.08 1.64 2.23 3.08 1.51 2.09 3.08 1.38 1.96 2.99 9 16 1.73 2.23 3.08 1.51 2.09 3.08 1.33 1.91 2.94 1.16 1.74 2.77 24 1.73 2.23 3.08 1.25 1.83 2.86 0.99 1.57 2.60 0.74 1.31 2.34 12 1.73 2.23 3.08 1.54 2.12 3.08 1.38 1.95 2.98 1.21 1.79 2.82 10 16 1.73 2.23 3.08 1.38 1.95 2.98 1.16 1.74 2.76 0.95 1.52 2.55 24 1.71 2.23 3.08 1.06 1.63 2.66 0.74 1.31 2.34 0.44 7 1.00 2.03 12 1.73 2.23 3.08 1.30 1.87 2.89 1.07 1.63 2.65 0.84 7 1.40 2.42 12 16 1.71 2.23 3.08 1.07 1.63 2.65 0.77 7 1.33 2.34 0.49 6 1.03 7 2.04 24 1.54 2.12 3.08 0.63 6 1.18 7 2.19 0.21 6 0.75 6 1.75 7 0.34 6 1.32 6 12 1.66 2.20 3.07 1.01 1.56 2.57 0.71 6 1.257 2.25 0.43 6 0.96 6 1.94 14 16 1.54 2.11 3.07 0.71 6 1.25 7 2.25 0.346 0.866 1.84 7 0.50 6 1.466 24 1.32 1.88 2.90 0.17 6 0.686 1.65 6 0.16 3 '1.09 6 0.57 3 12 1.47 2.01 2.94 0.68 6 1.18 7 2.12 0.35 6 0.83 6 1.746 0.03 3 0.49 6 1.38 6 16 16 1.33 1.86 2.83 0.356 0.83 6 1.74 6 0.393 1.276 0.83 3 24 1.06 6 1.57 7 2.53 0.00 3 0.18 3 1.04 6 0.42 3 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.42 2.00 3.03 1.32 1.90 2.93 1.22 1.80 2.83 1.01 1.59 2.63 8 16 1.22 1.80 2.83 1.08 1.66 2.69 0.95 1.52 2.56 0.68 1.26 2.30 24 0.81 1.39 2.43 0.62 1.19 2.23 0.42 0.99 2.03 0.04 6 0.61 1.65 12 1.25 1.83 2.86 1.12 1.70 2.73 0.99 1.57 2.60 0.74 1.31 2.34 9 16 0.99 1.57 2.60 0.82 1.40 2.43 0.66 1.23 2.26 0.33 7 0.90 1.93 24 0.49 7 1.06 2.09 0.25 6 0.81 1.85 0.02 6 0.57 7 1.60 0.106 1.13 7 12 1.06 1.63 2.66 0.90 1.47 2.50 0.74 1.31 2.34 0.44 1.00 2.03 10 16 0.74 1.31 2.34 0.54 7 1.11 2.13 0.35 6 0.907 1.93 0.51 6 1.53 24 0.156 0.707 1.73 0.416 1.437 0.006 0.136 1.147 0.576 12 0.63 6 1.18 7 2.19 0.42 6 0.96 7 1.97 0.21 6 0.756 1.75 7 0.34 6 1.32 6 12 16 0.21 6 0.756 1.75 7 0.47 6 1.46 7 0.21 6 1.196 0.666 24 0.92 6 0.53 6 0.15 3 12 0.176 0.686 1.656 0.416 1.366 0.163 1.096 0.573 14 16 0.163 1.096 0.746 0.403 24 0.083 12 0.183 1.046 0.723 0.423 16 16 0.42 3 0.03 3 24 9 Y. ESR-1538 I Most Widely Accepted and Trusted Page 31 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBCIIRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing Fy=50 ksi (ft) (in)o.c. 27 1 33 43 27 1 33 1 43 27 1 33 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 2.03 2.67 3.67 2.03 2.67 3.67 2.02 2.67 3.67 1.92 2.67 3.67 8 16 2.03 2.67 3.67 2.02 2.67 3.67 1.89 2.64 3.67 1.77 2.51 3.67 24 2.03 2.67 3.67 1.83 2.57 3.67 1.64 2.38 3.60 1.46 2.19 3.42 12 2.03 2.67 3.67 2.03 2.67 3.67 1.91 2.65 3.67 1.79 2.53 3.67 9 16 2.03 2.67 3.67 1.91 2.65 3.67 1.75 2.49 3.67 1.59 2.32 3.54 24 2.03 2.67 3.67 1.67 2.41 3.62 1.43 2.16 3.39 1.20 1.92 3.16 12 2.03 2.67 3.67 1.93 2.67 3.67 1.78 2.52 3.67 1.63 2.37 3.58 10 16 2.03 2.67 3.67 1.78 2.52 3.67 1.58 2.32 3.53 1.39 2.11 3.34 24 2.03 2.67 3.67 1.49 2.21 3.43 1.20 1.92 3.14 0.92 6 1.62 2.86 12 2.03 2.67 3.67 1.70 2.43 3.64 1.49 2.21 3.42 1.28' 1.99 3.20 12 16 2.03 2.67 3.67 1.49 2.21 3.42 1.21 7 1.91 3.13 0.95 6 1.63 7 2.85 24 1.93 2.67 3.67 1.08 6 1.77 7 2.99 0.69 6 1.36 6 2.57 7 0.33 3 0.97 6 2.18 6 12 1.99 2.62 3.64 1.407 2.10 3.31 1.13 6 1.80 7 3.00 0.87 6 1.52 6 2.72 14 16 1.91 2.62 3.64 1.136 1.80, 3.00 0.79 6 1.436 2.62 7 0.46 3 1.08 6 2.26 6 24 1.70 2.41 3.63 0.62 3 1.25 6 2.44 6 0.16 3 0.75 3 1.91 6 0.29 3 1.42 3 12 1.78 2.44 3.41 1.06 6 1.66 6 2.77 0.74 3 1.32 6 2.41 6 0.453 1.01 3 2.086 16 16 1.65 2.30 3.41 0.74 3 1.32 6 2.41 6 0.36 3 0.91 3 1.98 6- 0.52 3 1.57 3 24 1.406 2.037 3.16 0.182 0.713 1.776 0.172 1.183 0.652 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 1.83 2.57 3.67 1.73 2.48 3.67 1.64 2.38 3.60 1.46 2.19 3.42 8 16 1.64 2.38 3.60 1.52 2.25 3.48 1.40 2.13 3.36 1.16 1.88 3.12 24 1.28 2.00 3.24 1.10 1.82 3.06 0.92 7 1.63 2.88 0.57 6 1.27 7 2.53 12 1.67 2.41 3.62 1.55 2.28 3.51 1.43 2.16 3.39 1.20 1.92 3.16 9 16 1.43 2.16 3.39 1.28 2.00 3.23 1.13 1.84 3.08 0.83 7 1.53 2.78 24 0.987 1.69 2.93 0.76 6 1.45 7 2.70 0.546 1.23 7 2.48 0.126 0.78 6 2.04 7 12 1.49 2.21 3.43 1.34 2.06 3.29 1.20 1.92 3.14 0.926 1.62 2.86 10 16 1.20 1.92 3.14 1.02 7 1.72 2.95 0.83 6 1.53 7 2.76 0.48 6 1.166 2.40 24 0.666 1.34 2.58 0.39 6 1.06 6 2.30 7 0.14 6 0.796 2.04' 0.27 6 1.51 6 12 1.08 6 1.77 7 2.99 0.886 1.56 2.78 0.69 6 1.36 6 2.57 7 0.33 3 0.97 6 2.18 6 12 16 0.696 1.366 2.577 0.456 1.106 2.316 0.213 0.846 2.056 0.363 1.556 24 0.603 1.806 0.243 1.43 6 1.08 3 0.40 3 12 0.623 1.256 2.446 0.393 1.006 2.176 0.163 0.753 1.916 0.293 1.423 14 16 0.163 0.753 1.916 0.443 1.586 0.143 1.273 0.673 24 0.963 0.523 0.102 12 0.182 0.713 1.776 0.433 1.473 0.172 1.183 0.652 16 16 0.172 1.183 0.823 0.482 24 0.15 2 ESR-1538 1 Most Widely Accepted and Trusted Page 32 of 42 TABLE 6B COMBINED AXIAL AND LATERAL LOAD TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC - ALLOWABLE AXIAL LOAD(DEAD LOAD TO LIVE LOAD RATIO =0.6) (kips/stud) - continued Wall 600NF150-(mils) Height Spacing Fy=70 ksi (n) (in)o.c. 27 33 1 43 27 1 33 1 43 27 1 33 1 43 27 1 33 1 43 5 psf Lateral Load 15 psf Lateral Load 20 psf Lateral Load 25 psf Lateral Load 12 2.17 2.85 3.96 2.17 2.85 3.96 2.17 2.85 3.96 2.15 2.85 3.96 8 16 2.17 2.85 3.96 2.17 2.85 3.96 2.12 2.85 3.96 2.01 2.81 3.96 24 2.17 2.85 3.96, 2.07 2.85 3.96 1.90 2.70 3.96 1.74 2.53 3.86 12 2.17 2.85 3.96 2.17 2.85 3.96 2.13 2.85 3.96 2.03 2.83 3.96 9 16 2.17 2.85 3.96 2.13 2.85 3.96 1.99 2.79 3.96 1.85 2.65 3.96 24 2.17 2.85 3.96 1.92 2.72 3.96 1.71 2.51 3.83 1.51 2.30 3.63 12 2.17 2.85 3.96 2.16 2.85 3.96 2.02 2.82 3.96 1.89 2.68 3.96 10 16 2.17 2.85 3.96 2.02 2.82 3.96 1.85 2.64 3.96 1.67 2.46 3.78 24 2.17 2.85 3.96 1.76 2.55 3.87 1.51 7 2.29 3.61 1.266 2.03 7 3.35 12 2.17 2.85 3.96 1.95 2.74 3.96 1.75 2.54 3.85 1.57 2.34 3.65 12 16 2.17 2.85 3.96 1.75 2.54 3.85 1.51 7 2.28 3.59 1.27 6 2.03 7 3.33 24 2.15 2.85 3.96 1.396 2.15 7 3.46 1.04 6 1.78 6 3.08' 0.71 3 1.44 6 2.726 12 2.12 2.80 3.92 1.66 7 2.42 3.72 1.41 6 2.16 3.45 1.176 1.901, 3.18 7 14 16 2.11 2.80 3.92 1.41 6 2.16 7 3.45 1.106 1.82 6 3.10 7 0.803 1.51 6 2.766 24 1.92 7 2.70 3.92 0.95 3 1.66 6 2.936 0.523 1.21 3 2.45 6 0.13 2 0.79 3 1.99 3 12 1.93 2.57 3.56 1.28 6 1.95 6 3.10 1.003 1.656 2.78 6 0.74 3 1.373 2.48 6 16 16 1.81 2.51 3.56 1.00 3 1.65 6 2.786 0.663 1.28 3 2.38 6 0.34 2 0.94 3 2.02 3 24 1.596 2.287 3.44 0.502 1.103 2.206 0.042 0.612 1.673 0.172 1.182 30 psf Lateral Load 35 psf Lateral Load 40 psf Lateral Load 50 psf Lateral Load 12 2.07 2.85 3.96 1.98 2.78 3.96 1.90 2.70 3.96 1.74 2.53 3.86 8 16 1.90 2.70 3.96 1.79 2.59 3.92 1.68 2.48 3.81 1.47 2.26 3.60 24 1.58 2.37 3.70 1.42 2.21 3.54 1.26 7 2.05 3.38 0.956 1.73 7 3.07 12 1.92 2.72 3.96 1.82 2.61 3.94 1.71 2.51 3.83 1.51 2.30 3.63 9 16 1.71 2.51 3.83 1.58 2.37 3.69 1.44 2.23 3.56 1.18 6 1.96 3.29 24 1.31 7 2.09 3.42 1.11 6 1.897 3.22 0.928 1.69 7 3.02 0.54 6 1.306 2.63 7 12 1.76 2.55 3.87 1.63 2.42 3.74 1.51 7 2.29 3.61 1.26 6 2.03 7 3.35 10 16 1.51 7 2.29 3.61 1.34 7 2.12 3.44 1.18 6 1.95 7 3.27 0.86 6 1.626 2.94 7 24 1.026 1.786 3.10 0.786 1.546 2.867 0.553 1.306 2.616 0.113 0.833 2.146 12 1.39 6 2.15 7 3.46 1.21 6 1.97 6 3.27 1.04 6 1.786 3.08' 0.71 3 1.44 6 2.726 12 16 1.046 1.786 3.08� 0.813 1.556 2.846 0.603 1.326 2.616 0.193 0.893 2.156 24 0.393 1.103 2.386 0.092 0.783 2.046 0.473 1.723 1.093 12 0.953 1.666 2.936 0.733 1.436 2.686 0.523 1.213 2.456 0.132 0.793 1.993 14 16 0.523 1.213 2.456 0.262 0.923 2.146 0.012 0.653 1.853 0.142 1.293 24 0.392 1.57 3 0.02 2 1.16 3 0.77 2 0.05 2 12 0.502 1.103 2.206 0.262 0.853 1.933 0.042 0.612 1.673 0.172 1.182 16 16 0.04 2 0.61 2 1.673 0.31 2 1.34 3 0.02 2 1.03 2 0.45 2 24 0.73 2 0.31 2 =� ESR-1538 I Most Widely Accepted and Trusted Page 33 of 42 ' NOTES TO TABLE 7 1.Table 7 is based on United States provisions of 2001 AISI-NASPEC with 2004 Supplement for recognition under 2006 IBC and 2006 IRC. 2.Limiting spans based on action of gravity load specified in table heading. 3.End and interior web crippling check based on 1.5 inch end bearing.Where listed allowable spans are followed by"e"web stiffeners are required at ends,"i"web stiffeners required at interior support,"a"web stiffeners required at all supports. 4.Joists must be braced against rotation at all supports by track or blocking. 5.Spans are based on continuous lateral support of the compression flange over the full length of the joist. 6.For two equal spans,the listed span is the distance from either end support to the center support,with the joist continuous over the center support. 7.Total load deflection limited to L/240.Live load deflection limit as noted. 8.End shear and web crippling capacity have not been reduced for punchouts. 9.Alternate span live loading has been considered for two,equal span condition. 10.Floor joist bridging may be spaced as indicated below,except where member design requires an alternate spacing: Minimum Number Span(ft) of Rows up to 14 1 at mid span 14 to 20 2 at 1/3 point 20 to 26 3 at 114 point TABLE 7-FLOOR JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC 10 psf Dead Load and 20 psf Live Load L/360 Live Load Deflection U480 Live Load Deflection Section (ksi) Single Span Two Equal Spans Single Span Two Equal Spans Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. 12 16 24 12 16 24 12 16 24 12 1 16 1 24 350NF150-27 8'9"e,i 7'7"e,i 6'2"e,i 8'9"i 7'7"i 6'2"a,i 8'5"i 7'7"e,i 6'2"e,i 8'9"i 7'7"i 6'2"a,i 350NF150-33 33 9'11"i 8'7"i 7'0"e,i 9'11"i 8'7"i 7'0"i 9'1"i 8'3"i 7'0"a,i 9'11"i 8'7"i 7'0"i 350NF150-43 10'10"i 9'10"i 8'3"i 11'8"i 10'2"i 8'3"i 9'10"i 8'11"i 7'10"i 11.1"i 10,1"i 8'3"i 350NF150-27 9'1"i 8'3"i 7'3"e,i 10'2"i 8'11"i 7'4"i 8'3"i 7'6"i 6'7"e,i 9'3"i 8'5"i 7'4"i 350NF150-33 50 9'10"i 8'11"i 7'9"i 11'0"i 10'0"i 8'3"i 8'11"i 8'1"i 7'1"i 10'0"i 9'1"i 7'11"i 350NF150-43 10'10"i 9'10"i 8'7"i 12'2"i 11-0"i 9'8"i 9'10"i 8'11"i 7'10"i 11,0"i 10,0"i 8191.i 350NF150-27 9'0"i 8'2"i 7'2"i 10'1"i 9'2"i 8'0"i 8'2"i 7'5"i 6'6"i 9'2"i 8'4"i 7'4"i 350NF150-33 70 9'81.i 8'9"i 7'8"i 10'10"i 9'10"i 8'7"i 8191.i 8'0"i TO"i 9'10"i 8'11"i 7'10"i 350NF150-43 10'8"i 9'8"1 8'6"i 12'0"i 10-11" 9'6"i 9'8"i 8'10"i 7'8"i 10'11"i 9'11"i 8'8"i 550NF150-27 11'4"a 9'10"a 8'0"a 11'4"a 9'10"a 7'8"a 11'4"a 9'10"a 8'0"a 11'4"a 9'10"a 7'8"a 550NF150-33 33 13'6"e 11'8"e 9'6"e 13'6"i 11'8"i 9'6"a 12'9"e 11'7"e 9'6"e 13'6"i 11'8"i 9'6"a 550NF150-43 15'4" 13'9" 11'2"a 15'10"i 13'9"i 11'2"i 13'11" 12'8" 11'1"a 15'8"i 13'9"i 11'2"i 550NF150-27 12'9"e 11'1"e 9'0"e 12'9"i 10'11"i 8'2"a 11'10" 10'9"e 9'0"e 12'9"i 10'11"i 8'2"a 550NF150-33 50 14'0" 12'8" 10'9"e 15'2"i 13'1"i 10'9"i 12'8" 1T6" 10'1"e 14'3"i 12'11"i 10'9"i 550NF15043 15'4" 13'11" 12'2" 17'2"i 15'7"i IT 3"i 13'11" 12'8" 11,0" 15'7" 14'2"i 12'5"i 550NF150-27 12'8" 11'7" 10'0"a 14'2"i 11'7"i 8'8"i 11'7" 10'6" 9'2"a 13'0"i 11'7"i 8'8"i 550NF150-33 70 13'10" 12'7" 11'0" 15'6"i 14'1"i 11'9"i 12'7" 11'5" 10'0" 14'1"i 12'10"i 11'2"i 550NF15043 15'2" 13'9" 12'1" 17'0" 15'6" 13'6"i 13'9" 12'6" 10'11" 15'6" 14'1" 12'3"i 600NF150-27 12'9"e 11'1"e 9'0"e 12'9"a 10'6"a T10"a 12'9"e 11'1"e 9'0"e 12'9"a 10'6"a 7'10"a 600NF150-33 33 14'6"e 12'7"e 10'3"e 14'6"i 12'7"a 10'3"a 13'11"e 12'7"e 10'3"e 14,6"i 12,7"a 10,3"a 600NF15043 16'10" 15'1"a 12'4"a ITS'i 15'1"i 12'4"i 15'3" 13'10" 12'1"a 17'2"i 15'1"i 12'4"i 600NF150-27 14'2"e 12'8"e 10'4"e 14'0"a 11'5"a 8'5"a 12'11"e 11'8"e 10'3"e 14'0"a 11'5"a 8'5"a 600NF150-33 50 15'3" 13'10"a 11'9"a 16'8"i 14'5"i 11'9"a 13'10" 12'7" 11'0"a 15'7"i 14'2"i 11'9"a 600NF15043 16'9" 15'2" 13'3" 18'9"i 17'1"i 14'3"i 15'2" 13'10" 12'1" 17'1"i 15'6"i 13'7"i 600NF150-27 14'0"e 12'8"e 11'1"e 14'10"a 12'0"a 8'10"a 12'8"e 11'6"e 10'1"e 14,3"a 12,0"a 8'10"a 600NF150-33 70 15'1" 13'9" 12'0" 16'11"i 15'5"i 12'8"i 13'9" 12'6" 10'11" 15'5"i 14'0"i 12'3"i 600NF15043 16'8" 15'2" 13'3" 18'9" 17'0"i 14'10"il 15'2" 13'9" 12'0" 1 17'0" 15'S" 13'6"i Continued ESR-1538 I Most Widely Accepted and Trusted Page 34 of 42 TABLE 7-FLOOR JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBCHRC-continued 10 psf Dead Load and 30 psf Live Load U360 Live Load Deflection U480 Live Load Deflection Section (ksi) Single Span Two Equal Spans Single Span Two Equal Spans Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. 12 16 24 12 16 24 12 16 24 12 16 24 350NF150-27 7'7"e,i 6'7"e,i 5'4"e,i 7'7"i 6'7"a,i 5'4"a,i 7'4"e,i 6'7"e,i 5'4"e,i 7'7"i 6'7"a,i 5'4"a,i 350NF150-33 33 8'7"i 7'5"e,i 6'1"e,i 8'7"i TV i 6'1"i TIT'i 7'2"e,i 6'1"e,i 8'7"i 7'5"i 6'1"i 350NF150-43 9'6"i 8'7"i 7'2"i 10'2"i 8'9"i 7'2"i 8'7"i 7'10"i 6'10"i 9'8"i 8'9"i 7'2"i 350NF150-27 7'11"i 7'3"i 6'4"e,i 8'11"i 7'9"i 6'4"i 7'3"i 6'7"i 5'9"e,i 8'1"i 7'4"i 6'4"i 350NF150-33 50 8'7"i 7'9"i 6'10"i 9'7"i 8191.i 7'2"i 7'9"i TV 6'2"i 8'9"i 7'11"i 6'11"i 350NF150-43 9'5"i 8'7"i 7'6"i 10'7"i 9'8"i 8'5"i 8'7"i 7'10"i 6'10"i 9'8"i 8'9"i 7'8"i 350NF150-27 T10"i 7'2"i 6'3"i 8'10"i 8'0"i 6'11"i 7'2"i 6'6"i 5'8"i 81011i 7'4"i 6'4"i 350NF150-33 70 8'5"i 7'8"i 6'8"i 9'6"i 8'7"i 7'6"i T8"i 7'0"i 6'1"i 8'7"i T10"i 6'10"i 350NF150-43 9'4"i 8'6"i 7'5"i 10'6"i 9'6"i 8'4"i 8'6"i 7'8"i 6'9"i 9'6"i 8'8"i 7'7"i 550NF150-27 9'10"a 8'6"a TO"a 9'10"a 8'4"a 6'3"a 9'10"a 8'6"a TO"a 9'10"a 8'4"a 6'3"a 550NF150-33 33 11'8"e 10'1"e 8'3"e 11'8"i 10'1"a 8'3"a 11'2"e 10'1"e 8'3"e 11'8"i 10'1"a 8'3"a 550NF150-43 13'5" 11'11"e 9'8"e 13'9"i 11'11"i 9'8"i 12'2" 11'1" 9'8"e 13'8"i 1 Ill 1"i 9'8"i 550NF150-27 11'1"e 9'7"e 7'10"e 10'11"i 8'11"i 6'8"a 10'4"e 9'4"e 7'10"e 10'11"i 8'11"i 6'8"a 550NF150-33 50 12'2" 11'1"e 9'3"e 13'1"i 11'4"i 9'3"a 11'1" 10'1"e 8'10"e 12'5"i 11'4"i 9'3"a 550NF15043 13'4" 12'2" 10'7" 16 0"i 13'8"i 11'6"i 12'2" 11.01. 9'8" 13'8"i 12'5"i 10'10"i 550NF150-27 11'1" 10'1"e 8'8"e 11'7"i 9'5"i 6'11"i 10'1" 9-2" 8'01.e 11'4"i 9'5"i 6'1 ill i 550NF150-33 70 12'1" 11'0" 9'7"a 13'7"i 12'4"i 10'0"i 11'0" ,010.. 8191. 12'4"i 11'2"i 9'9"i 550NF15043 13'3" 12'1" 10'6" 14'11" 13'6"i 11'10"i 12'1" 10'11" 9'7" 13'6" 12'3" 10,9"i 600NF150-27 11'1"e 9'7"e 7'10"e 10'6"a 8'7"a 6'4"a 11'1"e 9'7"e 7'10"e 10'6"a 8'7"a 6'4"a 600NF150-33 33 12'7"e 10'11"e 8'11"e 12'7"a 10'11"a 8'11"a 12'2"e 10'11"e 8'11"e 12'7"a 10'11"a 8'11"a 600NF150-43 14'8"e 13'0"e 10'8"e 161"i 13'0"i 10'8"a 13'4" 12'1"e 10'7"e 160"i 13'0"i 10'8"a 600NF150-27 12'5"e 11'0"e 8'9"e 11'5"a 9'2"a 6'9"a 11'3"e 10'3"e 8'9"e 11'5"a 9'2"a 6'9"a 600NF150-33 50 13'4"e 12'1"e 10'2"e 14'5"i 12'6"i 9'8"a 12'1" 11'0"e 9'7"e 13'7"i 12'4"i 9'8"a 600NF15043 14'7" 1T3" 11'7"a 16'5"i 14'11"i 12'4"i 13'3" 12-1" 10'6" 14'11"i IT7"i 11'10"i 600NF150-27 12'2"e 11'1"e 8'9"e 12'0"a 9'8"a TO"a 11'1"e 10'1"e 8'9"e 12'0"a 9'8"a 7'0"a 600NF150-33 70 13'2" 12'0" 10'6"a 14'10"i 13'S"i 10'4"i 12'0" 10'11" 9'6"a 13'5"i 12'3"i 10'4"i 600NF150-43 14'7" 13'3" 11'7" 16'4"i 14'10"i 1 TO"i 13'3" 12'0" 10'6" 1 14'10" 13'6"i 11'10"i 10 psf Dead Load and 40 psf Live Load 350NF150-27 6'9"e,i 5'11"e,i 4'10"e,i 6'9"i 5'11"a,i 4'10"a,i 6'8"e,i 5'11"e,i 4'10"e,i 6'9"i 5'11"a,i 4'10"a,i 350NF150-33 33 7 8"e,i 6'8"e,i 5'5"e,i 7'8"i 6'8"i 5'5"a,i 7'2"i 6'6"e,i 5'5"e,i 7'8"i 6'8"i 5'5"a,i 350NF15043 8'7"i 7'10"i 6'5"e,i 9'1"i T10"i 6'5"i 7'10"i 7'1"i 6'2"i 8'9"i 7'10"i 6'5"i 350NF150-27 7'3"i 6'7"e,i 5'8"e,i 8'0"i 6'11"i 5'8"a,i 6'7"i 5'11"e,i 5'2"e,i 7'4"i 6'8"i 5'8"a,i 350NF150-33 50 7'9"i T1"i 6'2"e,i 8'9"i T10"i 6'5"i 7'1"i 6'5"i 5'7"i T11"i T3"i 6'4"i 350NF150-43 8'7"i T10"i 6'10"i 9'8"i 8'9"i T6"i T10"i TV 6'2"i 8'9"i 7'11"i 6'11"i 350NF150-27 7'2"i 6'6"i 5'8"e,i 8'0"i 7'4"i 6'2"i 6'6"i 5'11"i 5'2"i 7'4"i 6'8"i 5'9"i 350NF150-33 70 7'8"i 7'0"i 6'1"i 8'7"i T 10"i 6'10"i 7'0"i 6'4"i 5'6"i 7'10"i TV i 6'2"i 350NF15043 8'6"i 7'8"i 6'91,i 9'6"i 8'8"i 7'7"i 7'8"i 7'0"i 6'1"i 8'8"i 7'10"i 6'10"i 550NF150-27 8'10"e 7'7"e 6'3"e 8'8"a TV 5'3"a 8'10"e 7'7"e 6'3"e 8'8"a 7'1"a 5'3"a 550NF150-33 33 10'5"e 9'1"e 7'5"e 10'5"a 9'1"a 7'5"a 10'2"e 9'1"e 7'5"e 10'5"a 9'1"a 7'5"a 550NF15043 12'2"e 10'8"e 8'8"e 12'3"i 10'8"i 8'8"a 11'1" 10'1"e 8'8"e 12'3"i 10'8"i 8'8"a 550NF150-27 9'11"e 8'7"e TO"e 9'4"i 7'7"a 5'7"a 9'4"e 8'6"e 7'01.e 9'4"i TT'a 5'7"a 550NF150-33 50 11'1"e 10'1"e 8'4"e 11'9"i 10'2"i 8'1"a 10'1" 9'2"e 8'0"e 11'4"i 10'2"i 8'1"a 550NF150-43 12'2" 11'0" 9'8"a 13'8"i 12'5"i 10'3"i 1 V 0" 10,0" 8'9" 12'5"i 11'3"i 9'10"i 550NF150-27 10'1" 9'2"a 7'7"a 9'11"i 8'0"i 5'10"i 9'2" 8'4"a 7'3"a 9'11"i 8'0"i 5'10"i 550NF150-33 70 11'0" 10'0" 8'9"a 12'4"i 11'2"i 8'7"i 10,0" 9'1" T 11"e 11'2"i 10'2"i 8'7"i 550NF150-43 12'1" 10'11" 9'7" 13'6" 12'3"i 10'9"i 10'11" 9'11" 8'8" 12'3" 11'2"i 9'9"i 600NF150-27 9'11"a 8'7"a 7'0"a 9'0"a 7'3"a 5'4"a 9'11"a 8'7"a To"a 9'0"a 7'3"a 5'4"a 600NF150-33 33 11'3"e 9'9"e 8'0"e 11'3"a 9'9"a 7'8"a 11'1"e 9'9"e 8'0"e 11'3"a 9'9"a 7'8"a 600NF150-43 13'4"e 11'8"e 9'6"e 13'6"i 11'8"i 9'6"a 12'1"e 11'0"e 9'6"e 13'6"i 11'8"i 9'6"a 600NF150-27 11'3"a 9'10"a 7'0"a 9'8"a 7'9"a 5'7"a 10'3"a 9'3"a TO"a 9'8"a T9"a 5'7"a 600NF150-33 50 12'1"e 11'0"e 9'1"e 12'11"i 11'0"a 8'3"a 11'0"e 10'0"e 8'9"e 12'4"i 11'0"a 813"a 600NF15043 13'3" 12'1" 10'6"e 14'11"i 13'6"i 1 Vol'i 12'V 11'0" 9'7"e 13'7"i 12'4"i 10'9"i 600NF150-27 11'1"e 10'1"e TO 10'2"a 8'1"a 5'7"a 10'1"e 9'2"e TO"e 10'2"a 8'1"a 5'7' a 600NF150-33 70 12'0" 10'11" 9'6"a ITS"i 11'9"i 8'9"i 10,111, 91111, 8'8"a 12'3"i 11'1"i 8'9"i 600NF150-43 13'3" 12'0" 10'6" 1 14'10"i 13'6"i 11'10"i 12'0" 10'11" 9'7" 13'6" 12'3"i 10'9"i Continued f ESR-1538 1 Most Widely Accepted and Trusted Page 35 of 42 TABLE 7-FLOOR JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC-continued 10 psf Dead Load and 50 psf Live Load U360 Live Load Deflection U480 Live Load Deflection Section (ksi) Single Span Two Equal Spans Single Span Two Equal Spans Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. 12 16 1 24 12 16 24 12 16 1 24 12 16 24 350NF150-27 6'2"e,i 5'4"e,i 4'5"e,i 6'2"a,i 5'4"a,i 4'5"a,i 6'2"e,i 5'4"e,i 4'5"e,i 6'2"a,i 5'4"a,i 4'5"a,i 350NF150-33 33 7'0"e,i 6'1"e,i 4'11"e,i 7'0"i 6'1"i 4'11"a,i 6'8"e,i 6'1"e,i 4'11"e,i 7'0"i 6'1"i 4'11"a,i 350NF150-43 8'0"i 7'2"i 5'10"e,i 8'3"i 7'2"i 5'10"i 7'3"i 6'7"i 5'9"e,i 8'2"i 7'2"i 5'10"i 350NF150-27 6'8"e,i 6'1"e,i 5'2"e,i 7'4"i 6'4"i 5'2"a,i 6'1"i 5'6"e,i 4'10"e,i 6'10"i 6'2"i 5'2"a,i 350NF150-33 50 7'3"i 6'7"i 5'9"e,i 8'1"i 7'2"i 5'10"i 6'7"i 6'0"i 5'3"e,i 7'4"i 6'8"i 5'10"i 350NF15043 8'0"i 7'3"i 6'4"i 8'11"i 8'2"i 6'10"i 7'3"i 6'7"i 5'9"i 8'2"i 7'5"i 6'5"i 350NF150-27 6'8"i 6 0"i 5'3"e,i 7'5"i 6'9"i 5'8"i 6'0"i 5'6"i 4'9"e,i 6'9"i 6'2"i 5'4"i 350NF150-33 70 7'1"i 6'6"i 5'8"i 8'0"i 7'3"i 6'4"i 6'6"i 5'10"i 5'2"i 7'3"i 6'7"i 5'9"i 350NF15043 7'10"i 7'2"i 6'3"i 8'10"i 8'0"i 7'0"i 7'2"i 6'6"i 5'8"i 8'0"i 7'4"i 6'4"i 550NF150-27 8'0"e 7'0"e 5'8"e 7'8"a 6'3"a 4'7"a 8'0"e 7'0"e 5'8"e 7'8"a 6'3"a 4'7"a 550NF150-33 33 9'6"e 8'3"e 69"e 9'6"a 8'3"a 6'8"a 9'5"e 8'3"e 6'9"e 9'6"a 8'3"a 6'8"a 550NF15043 11'2"e 9'8"e 7'11"e 11'2"i 9'8"i 7'11"a 10'3"e 9'4"e 7'11"e 11'2"i 9'8"i _ 7'11"a 550NF150-27 9'0"a 7'10"a 6'4"a 8'2"a 6'8"a 4'10"a 8'8"a 7'10"a 6'4"a 8'2"a 6'8"a 4'10"a 550NF150-33 50 10'3"e 9'3"e 7'7"e 10'9"i 9'3"a 7'2"a 9'4"e 8'6"e 7'5"e 10'6"i 9'3"a 7'2"a 550NF15043 11'3" 10'3" 8'11"a 12'8"i 11'6"i 9'5"i 10'3" 9'4" 8'2"a 11'6"i 10'5"i 9'2"i 550NF150-27 9'4"e 8'6"e 6'4"e 8'8"i 6'11"i 5'Vi 8'6"e 7'9"e 614"e 8'8"i 6'11"i 5'1"i 550NF150-33 70 10'2" 9'3" 8'1"a 11'5"i 10'0"i 7'6"i 9'3" 8'5" 7'4"a 10'5"i 9'5"i 7'6"i 550NF150-43 11'2" 10'2" 8'10" 12'7"i 11'5"i 10'0"i 10'2" 9'3" 8'1" 11'5" 10'4"i 9'1"i 600NF150-27 9'0"a 7'10"a 5'10"a 7'10"a 6'4"a 4'7"a 9'0"a 7'10"a 5'10"a 7'10"a 6'4"a 4'7"a 600NF150-33 33 10'3"e 8'11"e 7'3"e 10'3"a 8'11"a 6'9"a 10'3"e 8'11"e TYe 10'3"a 8,11"a 6'9"a 600NF150-43 12'4"a 10'8"a 8'8"a 12'4"i 10'8"a 8'8"a 11'3"a 10'3"a 8'8"a 12'4"i 10'8"a 8'8"a 600NF150-27 10'4"e 8'9"e 5'10"e 8'5"a 6'9"a 4'8"a 9.6"e 8'7"e 5'10"e 8'5"a 6'9"a 4'8"a 600NF150-33 50 11'3"e 10'2"e 8'4"e 11'9"a 9'8"a 7'3"a 10'3"e 9'3"e 811"e 11'6"i 9'8"a TYa 600NF15043 12'4" 11'2"e 9'9"e 13'10"i 12'4"i 10'1"a 11-2" 10'2" 8'11"e 12'7"i 11'5"i 10'0"a 600NF150-27 10'4"a 8'9"a 5'10"a 8'10"a TO"a 4'8"a 9'4"a 8'6"a 5'10"a 8'10"a TO"a 4'8"a 600NF150-33 70 11'1" 10'1"a 8'10"a 12'6"i 10'4"i 7'7"i 10,1" 9'2" 8'0"a 11'4"i 10'4"i 7'7"i 600NF150 43 12'3" 11'2" 9'9" 13'10"i 12'6"i 10'11"il 11'2" 10'2" 8'10" 12'6"i 11'5"i 9'11"i 15psf Dead Load and 125 psf Live Load 2 ej 3 6 e,i 2 0 ej aj a,i aj e,i e,i 717ej aj 6 a,i 2 8 a,i 350NF150-33 33 4'7"e,i 4'0"e,i 3'3"e,i 4'7"a,i 4'0"a,i 3'3"a,i 4'7"e,i 4'0"e,i 3'3"e,i 4'7"a,i 4'0"a,i 3'3"a,i 350NF150-43 5'5"e,i 4'8"e,i 3'10"e,i 5'5"i 4'8"a,i 3'10"a,i 5'4"e,i 4'8"e,i 3'10"e,i 5'5"i 4'8"a,i 3'10"a,i 350NF150-27 4'9"e,i 4'2"e,i 3'5"e,i 4'9"a,i 3'11"a,i 2'11"a,i 4'6"e,i 4'1"e,i 3'5"e,i 4'9"a,i 3'11"a,i 2'11"a,i 350NF150-33 50 5'4"e,i 4'8"e,i 3'10"e,i 5'5"i 4'8"a,i 3'10"a,i 4'10"e,i 4'5"e,i 3'10"e,i 5'5"i 4'8"a,i 3'10"a,i 350NF150-43 5'10"i 5'4"e,i 4'6"e,i 6'4"i 5'6"i 4'6"i 5'4"i 4'10"i 4'3"e,i 6'0"i 5'5"i 4'6"i 350NF150-27 4'11"e,i 4'5"e,i 3'8"e,i 5'1"i 4'2"a,i 3'1"a,i 4'5"e,i 4'0"e,i 3'6"e,i 5'0"i 4'2"a,i 3'1"a,i 350NF150-33 70 5'3"i 4'9"e,i 4'2"e,i 5'11"i 5'4"i 4'5"a,i 4'9"i 4'4"e,i 3'9"e,i 5'4"i 4'10"i 4'3"a,i 350NF150-43 5'10"i 5'3"i 4'7"i 6'6"i 5'11"i 62"i 5'3"i 4'9"i 4'2"i 5'11"i 5'5"i 4'8"i 550NF150-27 5'3"e 4'1"e 2'9"e 4'1"a 3'3"a 2'2"a 5'3"e 4'1"e 2'9"e 4'1"a 3'3"a 2'2"a 550NF150-33 33 6'3"a 5'5"a 4'5"a 6'0"a 4'10"a 3'7"a 6'3"a 5'5"a 4'5"a 6'0"a 4'10"a 3'7"a 550NF150-43 7'4"a 6'4"a 5'2"e 7'4"a 6'4"a 5'2"a 7'4"a 6'4"a 5'2"a 7'4"a 6'4"a 5'2"a 550NF150-27 5'5"e 4'1"e 2'9"e 4'3"a 3'3"a 2'2"a 5'5"e 4'1"e • 2'9"e 4'3"a 3'3"a 2'2"a 550NF150-33 50 7'0"e 6'11.e 5'0"e 6'5"a 5'2"a 3'9"a 6'11"e 6'1"e 5'0"e 6'5"a 5'2"a 3'9"a 550NF150-43 8'4"a 7'6"a 6'2"a 8'8"a 7'6"a 6'2"a TT'a 6'10"a 6'0"a 8'6"i 7'6"a 6'2"a 550NF150-27 5'5"a 4'V.a 2'9"a 4'4"i 3'3"i 2'2"i 5'5"a 4'1"a 2'9"a 4'4"i 3'3"i 2'2"i 550NF150-33 70 7'6"a 6'8"a 5'01.a 6'9"i 5'5"a 3'1Va 6'10"a 6'2"a 5'0"a 6'9"i 5'5"a 3'11"a 56ONF150-43 8'3" 7'6"a 6'6"a 9'3"i 8'5"i 6'7"a 7'6" 6'10"a 5'11"a 8'5"i 7'8"i 6'7"a 600NF150-27 5'0"e 3'9"e 2'6"e 4'0"a 3'0"a 2'0"a 60"e 3'9"e 2'6"e 4'01,a 3'0"a 2'01,a 600NF150-33 33 6'9"e 5'10"e 4'7"e 6'0"a 4'10"a 3'6"a 6'9"e 5'10"e 4'7"e 6'0"a 4'10"a 3'6"a 600NF150-43 8'1"a 7'0"a 5'8"a 8'1"a 7'0"a 5'8"a 8'V.a 7'0"a 5'8"a 8'1"a 7'0"a 5'8"a 600NF150-27 5'01.e 3'91.e 2'6"e 4'01.a 3'0"a 2'0"a 5'0"e 3'9"e 2'6"e 4'0"a 3'0"a 2'0"a 600NF150-33 50 7'8"e 6'8"e 4'7"e 6'5"a 62"a 3'8"a 7'6"e 6'8"e 4'7"e 6'5"a 5'2"a 3'8"a 600NF150-43 9'1"e 8'1"e 6'7"e 9'4"a 8'1"a 6'3"a 8'3"e 7'6"e 6'7"e 9'3"a 8'1"a 6'3"a 600NF150-27 5'0"e 3'9"e 2'6"e 4'0"a 3'0"a 2'0"a 1 5'0"e 3'9"e 2'6"e 4'0"a 3'0"a 2'0"a 600NF150-33 70 8'2"e 6'10"e 4'7"e 6'9"i 5'5"a 3'8"a 7'5"e 6'9"e 4'7"e 6'9"i 5'5"a 3'8"a 600NF15043 9'1"e 813"e 7'2"e 10'2"i 8'9"i 6'7"a 8'3" 7'6"e 6'6"e 9'3"i 8'5"i 6'7"a Continued ESR-1538 I Most Widely Accepted and Trusted Page 36 of 42 TABLE 7-FLOOR JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC-continued 40 psf Dead Load and 125 psf Live Load L/360 Live Load Deflection L/480 Live Load Deflection Section (ksi) Single Span Two Equal Spans Single Span Two Equal Spans Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. Spacing(in)o.c. 12 1 16 24 12 1 16 1 24 12 1 16 24 12 16 1 24 350NF150-27 3'9"e,i 3'3"e,i 2'8"e,i 3'9"a,i 3'2"a,i 2'5"a,i 3'9"e,i 3'3"e,i 2'8"e,i 3'9"a,i 3'2"a,i 2'5"a,i 350NF150-33 33 4'3"e,i 3'8"e,i TO"e,i 4'3"a,i 3'8"a,i 3'0"a,i 4'3"e,i 3'8"e,i 3'0"e,i 4'3"a,i 3'8"a,i 3'0"a,i 350NF15043 5'0"e,i 4'4"e,i 3'6"e,i 5'0"i 4'4"a,i 3'6"a,i 5'0"e,i 4'4"e,i 3'6"e,i 5'0"i 4'4"a,i 3'6"a,i 350NF150-27 4'5"e,i 3'10"e,i TV e,i 4'3"a,i 3'6"a,i 2'7"a,i 4'5"e,i 3'10"e,i 3'1"e,i 4'3"a,i 3'6"a,i 2'7"a,i 350NF150-33 50 5'0"e,i 4'4"e,i 3'6"e,i 5'0"a,i 4'4"a,i 3'6"a,i 4'10"e,i 4'4"e,i 3'6"e,i 5'0"a,i 4'4"a,i 3'6"a,i 350NF150-43 5'10"e,i 5'1"e,i 4'2"e,i 5'10"i 5'1"i 4'2"a,i 5'4"i 4'10"e,i 4'2"e,i 5'10"i 5'1"i 4'2"a,i 350NF150-27 4'10"e,i 4'2"e,i 3'5"e,i 4'6"a,i 3'8"a,i 2'9"a,i 4'5"e,i 4'0"e,i 3'5"e,i 4'6"a,i 3'8"a,i 2'9"a,i 350NF150-33 70 5'3"e,i 4'9"e,i 4'1"e,i 5'9"i 5'0"a,i 3'11"a,i 4'9"i 4'4"e,i 3'9"e,i 5'4"i 4'10"i 3'11"a,i 350NF150-43 5'10"i 5'3"i 4'7"e,i 6'6"i 5'10"i 4'9"i 5'3"i 4'9"i 4'2"e,i 5'11"i 5'5"i 4'8"i 550NF150-27 4'7"a 3'6"a 2'4"a 3'7"a 2'9"a 1'10"a 4'7"a 3'6"a 2'4"a 3'7"a 2'9"a 1'10"a 550NF150-33 33 5'9"e 5'0"e 4'1"e 5'4"a 4'4"a 3'2"a 69"e 60"e 4'1"e 5'4"a 4'4"a 3'2"a 550NF150-43 6'9"a 5'10"a 4'9"a 6'9"a 5'10"a 4'9"a 6'9"a 5'10"a 4'9"a 6'9"a 5'10"a 4'9"a 0 0-2 e 3 e 2 e 3 8 a 9 a 10"a a 3 6 e 2 e 3 a ZY,a V 10"a 550NF150-33 50 6'6"a 5'7"a 4'3"a 5'8"a 4'7"a 3'4"a 6'6"a 5'7"a 4'3"a 5'8"a 4'7"a 3'4"a 550NF150-43 8'0"e 6'11"e 5'8"e 8'0"a 6'11"a 66"a 7'7"e 6'10"e 5'8"e 8'0"a 6'11"a 5'6"a 0 e 3 e e 3 i i i e 6 e 2 e 8 i i 11 101,i 550NF150-33 70 7'1"e 6'2"e 4'3"e 5'11"i 4'9"a 3'5"a 6'10"e 62"e 4'3"e 611"i 4'9"a 3'5"a 550NF15043 8'3"e 7'6"e 6'4"e 8'11"i TV 5'11"a 7'6" 6'10"e 5'11"e 8'5"i 7'8"a 5'11"a -2 3 e 2 e 2 e 3 a 6 a a 3 e 3 e 2 e a 2 a a 600NF160-33 33 6'2"e 5'4"e 3'10"e 5'4"a 4'3"a 3'1"a 6'2"e 5'4"e 3'10"e 5'4"a 4'3"a 3'1"a 600NF15043 7'51,e 6'5"e 5'3"e 7'5"a 6'5"a 5'1"a 7'5"e 6'5"e 63"e TYa 65"a 61"a -2 a 32 e 2 e 3 a 6 a a e 3 e 2 e a 2 a S a 600NF150-33 50 7'1"a 5'10"a 3'10"a 5'8"a 4'6"a 3'1"a 7'1"a 5'10"a 3'10"a 5'8"a 4'6"a T1"a 600NF150-43 8'7"a 7'5"a 6'1"a 8'7"a 7'4"a 5'6"a 8'3"a 7'5"a 6'1"a 8'7"a 7'4"a 5'6"a 3 e 3 2 e 2 e a 6 a a e 3 2 e 2 e 3 a a a 600NF150-33 70 7'9"a 5'10"a T10"a 5'11"i 4'8"a 3'1"a 7'5"a 5'10"a 3'10"a 5'11"i 4'8"a 3'1"a 600NF150-43 911"e 8'3"e 6'9"e 9'6"i T10"a 610"a 8'3"e 7'6"e 6'6"e 1 9'3"i T10"a 5'10"a _ ESR-1538 I Most Widely Accepted and Trusted Page 37 of 42 r` NOTES TO TABLE 8 1.Table 8 is based on United States provisions of 2001 AISI-NASPEC with 2004 supplement for recognition under 2006 IBC and 2006 IRC. 2.Limiting spans based on action of gravity load specified in table heading. 3.Values are based on the web crippling load of 1 inch bearing length at end supports with flange fastened to the supports 4.Values are for single span conditions. 5.For unbraced sections,allowable moment based on NASPEC section C3.1.2 with KyLy=KtLt=listed span. For mid-span braced sections,allowable moment based on NASPEC C3.1.2 with KyLy=KtLt=(listed span)/2 6.For spans listed with"e",web stiffeners are required at end reactions,"i"web stiffeners required at interior support 7. Web crippling and shear capacity have not been reduced for punchouts. If web punchouts occur near supports members must be checked for reduced shear and web crippling in accordance with the AISI-NASPEC. 8.Joists must be braced against rotation at all supports by track or blocking. TABLE 8-CEILING JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC Total Load Deflection Limit U240 10 psf 15 psf 20 psf Section Fy Spacing (ksi) (in)o.c. Lateral Support of Lateral Support of Lateral Support of Compression Flange Compression Flange Compression Flange Unsupported Mid-S an Unsu orted Mid-S an Unsu orted Mid-S an 12 8'9"i 11'9"i 7'9"i 10'0"e,i 7'2"e,i 8'10"e,i 350NF150-21 16 8'0"i 10'6"e,i 7'2"e,i 8'10"e,i 6'7"e,i 7'9"e,i 24 7'2"e,i 8'10"e,i 6'4"e,i 7'4"e,i 5'9"e,i 6'5"a,i 12 9'6"i 13'1"i 8'6" 11'3"i 7'11"i 10'1"i 350NF150-27 16 8'10"i 11'10"i 7'11"i 10,1"i 7'3"i 8'11"e,i 33 24 7'11"i 10,1"i 7'0"i 8'6"e,i 6'5"e,i 7'6"e,i 12 10'2"i 14'4"i 91Vi 12'5"i 8'5"i 11'2"i 350NF150-33 16 9'5"i 13'0"i 8'5"i 11'2"i 7'9"i 9'11"i 24 8'5"i 11'2"i 7'6"i 9'5"i 7'0"i 8'4"e,i 12 ill 1"i 15'7"i 9'11"i 13'8"i 9'2"i 12'5"i 350NF150-43 16 10'3"i 14'2"i 9'2"i 12'5"i 8'5"i 11'3"i 24 9'2"i 12'5"i 8'2"i 10,10"i 7'7"i 9'8"i 12 8'9"i 12'0"i 7'9"i 10'6"i 7'2"i 9'6"i 350NF150-21 16 8'0"i 10,11"i 7'2"i 9'6"i 6'8"i 8'5"e,i 24 7'2"i 9'6"i 6'5"i 8'0"e,i 5'11"e,i 7'0"e,i 12 9'6"i 13'1"i 8'6"i ill 5"i 7'11"i 10'5"i 350NF150-27 16 8'9"i 11'11"i 7'11"i 10,5"i 7'3"i 9'5"i 24 7'11"i 10'5"i 7'0"i 9.1"i 6'5"i 8'3"i 50 12 10'1"i 14'2"i 9'1"i 12'4"i 8'5"i 11'3"i 350NF15033 16 9'5"i 12'10"i 8'5"i 'I T 3"i 7'9"i 10'2"i 24 8'5"i 11'3"i 7'6"i 9'10"i 7'0"i 8'11"i 12 ill 1"i 15'7"i 9'11"i 13'8"i 9'2"i 12'5"i 350NF150-43, 16 10'3"i 14'2"i 9'2"i 12'5"i 8'5"i 11'3"i 24 9'2"i 12'5"i 8'2"i 10,10"i 7'7"i 9'10"i 12 8'9"i ill 11"i 7'9"i 10'5"i 7'2"i 9'5"i 350NF150-21 16 8'0"i 10,10"i 7'2"i 9'5"i 6'7"i 8'7"i 24 7'2"1 9'5"i 6"5"i 8'3"i 5'11"i 7'6"e,i 12 9'6"i 13'0"i 8'6"i 11'4"i 7'11"i 10'4"i 350NF150-27 16 8'9"i 11,10"i 7'11"i 10'4"i 7'3"i 9'4"i 24 7'11"i 10,4"i 7'0"i 9'0" 6'5"i 8'2"i 70 12 10'2"i 13'11"i 9'1"i 12'2"i 8'5"i 11'ill i 350NF15033 16 9'5"i 12'8"i 8'5"i 11'1"i 7'9"i 10,0"i 24 8'5"i 11'ill i 7'6"i 9'8"i 7'0"i 8191i 12 ill ill i 15'5"i 9'ill,i 13'6"i 9'2"i 12'3"i 350NF150-43 16 10'3"i 14'0"i 9'2"i 12'3"i 8'5"i 11'1"i 16, 24 9'2"i 12'3"i 8'2"i 10,8" 7'7"i 9181i Continued _ ESR-1538 I Most Widely Accepted and Trusted Page 38 of 42 TABLE 8-CEILING JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBCIIRC-continued Total Load Deflection Limit U240 10 psf 15 psf 20 psf Section Fv Spacing Lateral Support of Lateral Support of Lateral Support of (ksi) (in)O.C. Compression Flange Compression Flange Compression Flange Unsu orted Mid-S an Unsu orted Mid-Span Unsupported Mid-Span 12 10'2"e 13'10"e 9'2"e 11'11"e 8'5"e 10'7"e 550NF150-21 16 9'5"a 12'6"a 8'5"a 10'7"a 7'9"a 915..e 24 8'5"e 10'7"e 7'6"e 8'11"e 6'10"e 7'10"e 12 10,111, 15'7" 9110.1 13'10"a 911.1 12'8"e 550NF150-27 16 10'2" 14'4" 911.1 12'8"a 8'5"a 11'3"e 24 9'1" 12'8"a 8'2"a 10'9"a T 7"a 9'6"e 33 12 11'6" 16'6" 10'4" 14'10" 9'7" 13'9" 550NF150-33 16 10'8" 15'4" 9'7" 13'9" 8'11" 12'5"e 24 9'7" 13'9" 8'8" 11'11"a 8'0"a 10'9"e 12 12'6" 17'10" 11'2" 16'0" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13'8" 24 10'4" 14'10" 9'4" 13'2" 8'8" 12'0" 12 10'2"e 13'11"e 9'2"e 12'3"e 8'5"e 11'1"e 550NF150-21 16 9'5"e 12'8"e 8'5"e 11'1"e 7'9"e 10'0"e 24 8151.e 11'1"e 7'6"e 9'7"e 6'10"e 8'6"e 12 10,111, 15'7" 9.10.. 13'11" 911.1 12'10" 550NF150-27 16 10'2" 14'4" 9'1" 12'10" 8'5" 11'8" 24 9.11. 12'10" 8'2" 11'2"e 7'7" 10'1"e 50 12 11'6" 16'7" 10'4" 14'11" 9'7" 13'10" 550NF150-33 16 10'8" 15'4" 9'7" 13'10" 8'11" 12'8" 24 9'7" 13'10" 8'8" 12'3" 8'0" 11'4" 12 12'6" 17'10" 11'2" 16'1" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13'9" 24 10'4" 14'10" 9'4" 13'4" 8'8" 12'4" 12 10'2"e 13'11"e 9'2"e 12'2"e 8'5"e 11'2"e 550NF150-21 16 9'5"a 12'8"a 8'5"a 11'2"a 7'9"a 10'2"e 24 8'5"a 11'2"a 7'6"a 9'10"a 6'10"a 8'10"e 12 10,111, 15'7" 9110.1 13'11" 911.1 12'10" 550NF150-27 16 10'2" 14'5" 911.1 12'10" 8'5" 11.81. 24 9'1" 12'10" 8'2" 11'3" 7'7" 10'3" 70 12 11'6" 16'7" 10'4" 14'11" 9'7" 13'9" 550NF150-33 16 10'8" 15'4" 9'7" 13'9" 8'11" 12'9" 24, 9'7" 13'9" 8'8" 12'3" 8'0" 11'4" 12 12'6" 17'10" 11'2" 16'1" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13'9" 24 10'4" 14'10" 9'4" 13'4" 8'8" 12'5" 12 11'10"a 16'10"a 10'7"a 15'1"a 9'10"a 13'9"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'9"a 9'1"a 12'4"e 24 9'10"a 13'9"a 8'10"a 11'10"a 8'2"a 10'6"e 12 12'6" 18'0" 11'3" 16'1" 10'5" 14'10" 600NF150-33 33 16 11'7" 16'8" 10'5" 14'10" 9'8" 13'7"e 24 10'5" 14'10" 9.61 13'0"a 8'8"a 11'9"e 12 13'6" 19'5" 12'1" 17'6" 11'3" 16'2" 600NF150-43 16 12'6" 18'0" 11'3" 16'2" 10'5" 14'11" 24 11'3" 16'2" 10.1.. 14'5" 9'4" 13'1"e 12 11'10"e 16'10"e 10'7"e 162"e 9'10"e 13'11"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'11"a 9'V.a 12'10"e 24 9'10"e 13'11"e 8'10"e 12'5"e 8'2"e 11'3"e 50 12 12'6" 18'0" 11'3" 16'1" 10'5" 14'11" 600NF150-33 16 11'7" 16'8" 10'5" 14'11" 9'8" 13'10" 24 10'5" 14'11" 9'5" 13'5" 8'8" 12'4"e Continued *C ESR-1538 I Most Widely Accepted and Trusted Page 39 of 42 TABLE 8-CEILING JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC-continued Total Load Deflection Limit U240 10 psf 15 psf 20 psf Section Fy Spacing Lateral Support of Lateral Support of Lateral Support of (ksi) (in)O.C. Compression Flange Compression Flan a Compression Flan e Unsupported Mid-S an Unsu orted MidS an Unsupported Mid-Span 12 13'6" 19'5" 12'1" 17'5" 11'3" 16'2" 600NF150-43 50 16 12'6" 18'0" 11'3" 16'2" 10'5" 15,0" 24 11'3" 16'2" 1011.1 14'7" 9'4" 13'6" 12 11'10"e 16'10"e 10'7"e 15'2"e 9'10"e 13'11"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'11"a 9'1"a 12'10"e 24 9'10"e 13'11"e 8'10"e 12'5"e 8'2"e ITVe 12 12'6" 18'0" IVY 16'1" 10'5" 14'11" 600NF150-33 70 16 11'7" 16'8" 10'5" 14'11" 9'8" 13'10" 24 10,5" 14'11" 9'5" 13'5" 8'8" 12'4" 12 13'6" 19.51. 12'1" 17'5" 11'3" 16'2" 600NF150-43 16 12'6" 18'0" 11'3" 16'2" 10'5" 15'0" 24 11'3" 16'2" 10'1" 14'7" 9'4" 13'6" Total Load Deflection Limit U360 Fv Spacing 10 psf 15 psf 20 psf Section Lateral Support of Lateral (ksi) (in)o.c. Support of Lateral Support of Compression Flange Compression Flan a Compression Flan e Unsupported Mid-Span Unsupported Mid-Span Unsupported Mid-Span 12 8'9"i 10'7"i 7'9"i 9'3"e,i 7'2"e,i 8'5"e,i 350NF150-21 16 8'0"i 9.81.i 7'2"e,i 8'5"e,i 6'7"e,i 7'8"e,i 24 7'2"e,i 8'5"e,i 6'4"e,i 7'4"e,i 5'9"e,i 6'5"e,i 12 9'6"i 11'8"i 8'6"i 10'2"i 7'11"i 9'3"i 350NF150-27 16 8'10"i 10'7"i 7'11"i 9'3"i 7'3"i 8'5"e,i 33 24 7'11"i 9'3"i 7'0"i 8'1"e,i 6'5"e,i 7'4"e,i 12 10'2"i 12'7"i 9'11.i 111011i 8'5"i 10,011i 350NF150-33 16 9'5"i 11'5"i 8'5"i 10,0"i 7'9"i 9'1"i 24 8'5"i 10,011i 7'6"i 8'8"i 7'0"i 7'11"i 12 ill Ill i 13'8"i 9'1 ill i ill ill,i 9'2"i 10,101,i 350NF15043 16 10'3"i 12'5"i 9'2"i 10,10"i 8'5"i 9'10"i 24 9'2"i 10,10"i 8'2"i 9'6"i 7'7"i 8'7"i 12 8'9"i 10'6"i 7'9"i 9'2"i 7'2"i 8'4'i 350NF150-21 16 8'0"i 9'6"i 7'2"i 8'4"i 6'8"i 7'7"i 24 7'2"i 8'4"i 6'5"i 7'3"e,i 5'11"e,i 6'7"e,i 12 9'6"i ill S"i 8'6"1 10,011i 7'11"i 9'1"i 350NF150-27 16 8'9"i 10,5"i 7'11"i 9'1"i 7'3"i 8'3"i 50 24 7'11"i 9.ill i 7'0"i 7'11"i 6'5"i TYi 12 10'ill i 12'4"i 9'11.i 10,101,i 8'5"i 91101,i 350NF150-33 16 9'5"i 11'3"i 8'5"i 9'10"i 7'9"i 8'11"i 24 8'5"i 91101,i 7'6"i 8'7"i 7'0"i 7'9"i 12 ill ill i 13'8"i 9'1 ill i ill ill,i 9'2"i 10,101,i 350NF150-43 16 10'3"i 12'5"i 9'2"i 10,10"i 8'5"i 9'10"i 24 9'2"i 10,10"i 8'2"i 9'5"i 7'7"i 8'7"i 12 8191.i 10'5"i 7'9"i 9'1"1 7'2"i 8'3"i 350NF150-21 16 8'0"i 9'5"i 7'2"i 8'3"i 6'7"i 7'6"i 24 7'2"i 8'3"i 6'5"i 7'2"i 5'11"i 6'6"i 70 12 9'6"i 11'4"1 8'6"i 9'1 ill i 7'11"i 9'0"i 350NF150-27 16 8'9"i 10'4"i 7'11"i 9'0"i 7'3"i 8'2"i 24 7'11"i 9'01.i 7'0"i 7'10"i 6'5"i 7'2"i Continued ESR-1538 1 Most Widely Accepted and Trusted Page 40 of 42 TABLE 8-CEILING JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 20061BC/IRC-continued Total Load Deflection Limit U360 10 psf 15 psf 20 psf Section (ksi) Spacing n)o!c9 Lateral Support of Lateral Support of Lateral Support of Compression Flange Compression Flange Compression Flange i UnsJ"i Mid-Span !Unsu ortedMO�8 Unsu orted MidS an 12 12'2"i '1"i 8'5"i 9'8"i 350NF150-33 16 11'1"i '5"i7'9"i 8'9"i 24 9'8"i '6"iTO"i 7'8"i 70 12 13'6"i 9'11"i 9'2"i 10'8"i 350NF150-43 16 12'3"i 9'2"i 8'5"i 9'8"i 24 9'2"i 10'8"i 8'2"i 9'4"i 7'7"i 8'6"i 12 10'2"e 13'10"e 9'2"e 11'11"e 8'5"e 10'7"e 550NF150-21 16 9'5"e 12'6"e 8'5"e 10'7"e 7'9"e 9'5"e 24 8'5"e 10'7"e 7'6"e 8'11"e 6'10"e T10"e 12 10,111, 15'7" 9110.1 13'10"a 911.1 12'8"e 550NF150-27 16 10'2" 14'4" 911.1 12'8"a 8'5"a 11'3"e 24 9'1" 12'8"e 8'2"e 10'9"e 7'7"e 9'6"e 33 12 11'6" 16'6" 10'4" 14'10" 9'7" 13'9" 550NF150-33 16 10'8" 15'4" 9'7" 13'9" 8'11" 12'5"e 24 9'7" 13'9" 8'8" 11'11"e 8'0"e 10'9"e 12 12'6" 17'10" 11'2" 16'0" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13'8" 24 10.'4" 14'10" 9'4" 13'2" 8'8" 12'0" 12 10'2"e 13'11"e 9'2"e 12'3"e 8'5"e 11'1"e 550NF150-21 16 9'5"e 12'8"e 8'5"e 11'1"e 7'9"e 10'0"e 24 815"e 1TVe 7'6"e 9'7"e 6'10"e 8'6"e 12 10,111, 15'7" 9.101. 13'11" 911.1 12'10" 550NF150-27 16 10'2" 14'4" 9'1" 12'10" 8'5" 11'8" 24 911.1 12'10" 8'2" 11'2"a 7'7" 10'1"e 50 12 11'6" 16'7" 10'4" 14'11" 9'7" 13'10" 550NF150-33 16 ,018.. 15'4" 9'7" 13'10" 811.11. 12'8" 24 9'7'. 13'10" 8'8" 12'2" 8'0" 11'1" 12 12'6" 17'10" 11'2" 16'1" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13'9" 24 10'4" 14'10" 9'4" 13'4" 8'8" 12'2" 12 10'2"e 13'11"e 9'2"e 12'2"e 8'5"e 11'2"e 550NF150-21 16 9'5"e 12'8"e 8'5"e 11'2"e 7'9"e 10'2"e 24 8'5"e 11'2"e 7'6"e 9'10"e 6'10"e 8'10"e 12 10,111, 15'7" 9110.1 13'11" 911.1 12'8" 550NF150-27 16 10'2" 14'5" 911.1 12'8" 8'5" 91'7" 24 9111. 12'8" 8'2" 11'T. 7'7" 10.11. 70 12 11'6" 16'7" 10'4" 14'11 9'7" 13'9" 550NF150-33 16 10'8" 15'4" 9'7" 13'9" 8.111. 12'7" 24 9'7" 13'9" 8'8" 12'1" 8'0" 11'0" 12 12'6" 17'10" 11'2" 16'1" 10'4" 14'10" 550NF150-43 16 11'6" 16'7" 10'4" 14'10" 9'7" 13 9" 24 10'4" 14'10" 9'4" 13'3" 818.1 12'1" 12 11'10"a 16'10"a 10'7"a 15'1"a 9'10"a 13'9"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'9"a 9'1"a 12'4"e 24 9'10"a 13'9"a 8'10"a 11'10"a 8'2"a 10'6"e 12 12'6" 18'0" 11'3" 16'1" 10'5" 14'10" 600NF150-33 33 16 11'7" 16'8" 10'5" 14'10" 9'8" 13'7"e 24 10'5" 14'10" 9'5" 13'0"a 8'8"a 11'9"e 12 13'6" 19'5" 12'1" 17'6" 11'3" 16'2" 600NF150-43 16 12'6" ,810.1 11'3" 16'2" ,015.. 14'_11" 24 11'3" 16'2" 1011.1 14'5" 9'4" 13'1"e Continued ESR-1538 1 Most Widely Accepted and Trusted Page 41 of 42 TABLE 8-CEILING JOIST SPAN TABLE BASED ON 2001 AISI-NASPEC WITH 2O04 SUPPLEMENT AND 2006 IBC/IRC-continued Total Load Deflection Limit L/360 Fy SpacingELaterra psf 15 psf 20 psf Section upport of Lateral Support of Lateral Support of (ksi) (in)o.c. ion Flange Compression Flange Compression Flange r Mid-S an Unsu orted Mid-Span Unsu orted Mid-S an 12 11'10"e 16'10"e 10'7"e 15'2"e 9'10"e 13'11"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'11"a 9'1"a 12'10"e 24 9'10"e 13'11"e 8'10"e 12'5"e 8'2"e 11'3"e 12 12'6" ,810.1 11'3" 16'1" 10'5" 14'11" 600NF150-33 50 16 11'7" 16'8" 10'5" 14'11" 9'8" 13'10" 24 ,015.1 14'11" 9'S" 13'4" 818.1 12'1"e 12 13'6" 19'5" 12'1" 17'5" 11'3" 16'2" 600NF150-43 16 12'6" 18'0" 11'3" 16'2" 10'5" 15'0" 24 11'3" 16'2" 10.11. 14'7" 9'4" 13'3" 12 11'10"e 16'10"e 10'7"e 15'2"e 9'10"e 13'11"e 600NF150-27 16 10'11"a 15'7"a 9'10"a 13'11"a 9'1"a 12'8"e 24 9'10"e 13'11"e 8'10"e 12'2"e 8'2"e 11'1"e 12 12'6" 18'0" 11'3" 16'1" ,016.1 14'11" 600NF150-33 70 16 11'7" 16'8" 10'5" 14'11" 9.81. 13'9" 24 10'5" 14'11" 9.61 13'2" 818.1 12'0" 12 13'6" 19'5" 12'1" 17'5" 11'3" 16'2" 600 FF150-43 16 12'6" 18'0" 11'3" 16'2" 10'5" 15'0" 24 11'3" 16'2" 10.11. 14'7" 9'4" 13'3" ESR-1538 I Most Widely Accepted and Trusted Page 42 of 42 TABLE 9-ALLOWABLE STRENGTH OF SCREW CONNECTIONS Ibs/screw. Design Steel Properties No.12 Screw Edge No.10 Screw Edge No.8 Screw Edge Steel Thickness Dia.=0.216" Dist Dia.=0.190" Dist Dia.=0.164" Dist Mils (in) Fy(ksi) F„(ksi) Shear Pullout Pullover a(in) Shear Pullout Pullover a(in) Shear Pullout Pullover a(in) 21 0.0219 33 45 95 60 154 0.324 89 53 154 0.285 83 46 154 0.252 i 27 0.0283 33 45 139 78 199 0.328 131 69 199 0.308 121 59 199 0.286 33 0.0346 33 45 188 95 243 0.363 177 84 243 0.341 164 72 243 0.316 43 0.0451 33 45 280 124 317 0.415 263 109 317 0.389 244 94 317 0.361 21 0.0219 50 65 137 87 222 0.324 129 77 222 0.285 119 66 222 0.252 27 0.0283 50 65 201 113 287 0.328 189 99 287 0.308 175 85 287 0.286 33 0.0346 50 65 272 138 351 0.363 255 121 351 0.341 237 105 351 0.316 43 0.0451 50M 405 179nd 380 158 458 0.389 353 136 458 0.361 21 0.0219 70169 107158 94 274 0.285 147 81 274 0.252 27 0.0283 70248 139232 122 354 0.308 216 105 354 0.286 33 0.0346 70335 169314 149 433 0.341 292 129 433 0.316 43 0.0451 70499 221468 194 564 10.3891 434 168 1 564 1 0.361 1.Screw strengths comply with the 2001 AISI-NAPSEC with 2004 Supplement for recognition under 2006 IBC and 2006 IRC. 2. Pullover values assume a minimum head/washer diameter,d w,of 5116"per NASPEC E4.4. 3. Pullout values are based on the material not in contact with the screw head. 4. Pullover values are based on the material in contact with the screw head. 5. Edge distance is the minimum edge distance resulting in no reduction in shear strength per NASPEC Appendix A,E4.3.2, for forces towards the edge or 1.5 x screw diameter,whichever is greater. 6. Minimum screw spacing=3 x screw diameter 7. When connecting materials of different steel thickness or tensile strength,F .,the lowest applicable value shall be used. 8. Penetration of screws through joined material shjould not be less than 3 exposed threads. Screws shall be installed and tightened in accordance with manufacturer's recommendations. 9.All values assume that the nominal strength of the screw itself is at least 3.75 times the listed allowable loads. TABLE 10-ALLOWABLE SHEAR STRENGTH OF FILLET WELDS AND FLARE GROOVE WELDS(lbs/in) Design Steel Properties Nominal Weld Fillet Flare Groove Steel Mils Thickness in Size + x 1 1 FY(ksi) F.(ksi) Longitudinal Transverse Longitudinal Transverse 33 0.0346 33 45 1/16 383 663 417 509 43 0.0451 33 45 1/16 499 864 544 663 x . . ' i a 24 785 . %6 ; 33 0.0346 70 80 1/16 681 1178 741 904 43 0.0451 1 70 80 1/16 887 1535 966 1179 1. For welds with L/t>25 where L is weld length and t is the thickness of the welded member. 2. For t<=t„,<2t where t=thickness of welded member and t H,is effective throat thickness of weld. 3. Weld capacities based on 2001 AISI-NASPEC with 2004 Supplement,Sections E2.4 and E2.5 and 2006 IBC/IRC. 4. When connecting materials of different steel thickness or tensile strength(Fu),the lowest applicable values shall be used. 5. Allowable Strengths based on E60xx electrodes.