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HomeMy WebLinkAboutcalculations for specific productU m m VUL CRAFT-FLORENCE Post Office Box 100520 1501 W. Darington St. Florence., SC_: 29501-0-520 June 1, 2016 Florida Welding Fab 1891 NW 33rd Ct. Pompano Beach, FL 33064 Reference: Coastal Flooring MOVATZ FIN Port Saint Lucie, FL 349 As a requirement of the project specifi been requested to provide: 1. X 4 3. Stamped Design Calcu designs require "Seal a Telephone: (843) 662-03S1 Eng. Fax: (8 43) 317-5 701 Email: 1\4-hittleGA-tdcraft-sc.coin Attn: John Dotson Vulcraft File #: 018-16-0272 ions it has been noted that Vulcraft has ms of representative product. These Signature" by a Professional Engineer. Stamped Design Calculations for Specific Product. These designs require "Seal and Signature" by a Professional Engineer. Calculations for Please be advised that by providing the above noted data, Vulcraft assumes only responsibility for the correctness of the components being supplied as a part of our contract. These components meet! or exceed the requirements of the Steel Joist Institute / Steel Deck Institute. The correct use of the components in the field and the correct sizing by catalog designation all remain the responsibility of the project "Engineer of Record". Please note, due to the approval nature of the drawings, these calculations are for preliminary use only and are subject to change. Respectfully, VUI CR FT DIV S O Michael Whittle, P.E. Vulcraft Engineering Department COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 001 018-16-0272 SUMMARY 1L ASD DESIGN: 1T6 40LHO8 60T 2 0/0 1T6 7----------------------------- --------------------------------------------- LONGSPAN JOIST DESIGN REQUIREMENTS**I SJI-SPECS VULCRAFT FLORENCE 17.6.1 UNFACTORED LOADS **** MAIN TC UNIFORM (R) 277/181 60- 2I0/0 NET UPLIFT 246 5- 9 0/0 197 5- 4 0/0 246 11- 4 0/0 157 32- 0 0/0 197 5- 9 0/0 LOAD CASES GENERATED: 1= 1.000D+1.000L 2= NET UPLIFT JOIST LAYOUT** WORK LENGTH = 59-10 0/0 DEPTH DEPTH DEPTH S PINCH LE BL CENTER RE BL (IN/ T) 32 1/2 40 0/0 47 1/2 +0.2,490 WP TCXL END PANEL VAR PANEL HALF PAN 0- 2'0/0 6- 0 0/0 0- 3 1/4 14 @ 3- BCX HOLD BACK: LEFT STD RIGHT STD VERT REPL WEBS 2DL 3-11 0/0 2DR DEFLECTION -- MAINSPAN -- LL ----- LIMITS (L/360) -1.99 MAXIMA -1.58 SEAT DESIGN** SEC LEFT 220 SEAT SEAT WELD: LEFT= BRNG DEPTH LT= 4 7/8 RT= 5 1/8 3LS VAR PANEL END PANEL WP TCXR 1 0/0 0- 3 3/4 6- 7 0/0 0- 2 0/0 STD EXT = 0= 8 3/4) 3- 3 0/0 LENGTH SEC 0- 6 0/0 RIGHT 2201 8.0" STD ( 8.0" avbl) UPLIFT: ER(L)= 6094 LBS WLEN INP(L)=3.;0" STD CAMBER 1 1/2 LENGTH SEAT 0- 6 0/0 RIGHT= 8.0" STD ( 8.0" avbl) ER(R)= 5242 LBS WLEN INP(R)=3.0" CHORD DESIGN** CHORD FY = 50000. PSI! SPAN/TCRY= 573 SPAN/BCRY= 501 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 220 L 2 X 2 X.232 60- 2 1/8 1" 1.2455 3- 0 0/0 BC 251 L2-1/2X2-1/2X3/16 48- 81 1/2 1" 1.4257 0- 0 0/0 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC MEM AXIAL K KL/R PP MP LC 1 - 17275 1.0 114.9 0.63 1.00 1 1 + 17060 1.0 87.4 0.44 0.31 1 2 - 16424 1.0 77.2 0.61 0.50 1 2 F - 20771 .90 92.5 0.43 0.74 2 3 F - 23923 1.0 51.1 0.70.0.61 1 3 F - 25028 .90 92.5 0.47 0.89 2 4 F - 23924 1.0 51.1 0.78 0.60 1 4 F - 25634 .90 92.5 0.47 0.91 2 5 F - 33446 1.0 51.1 0.86 0.82 1 5 F - 24006 .90 92.5 0.46 0.85 2 b7H•I • NCn 00t-+ I Hror I Cd xx I C7 Cnwm00tr I a d'O k I H X rd F-3 II II 1 0 1 r O I 7d JJy' I w HI-3rNJCn I b G')bd rnN;d I H zdororomIm 00rIAHCn I 7d F-3 i Z trJ C7 I H 10 I N H Cl) I Cn XaoJr I Lrl I x d I-3 H W co Q- w t+] Ixr NNW P. 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A Cn C 61WlO0DHJlOH0001HCnOlHOlJH610HJ000 W W NtuH, H w t3j b7 d M H z l td ro II Cn O 0 0 O ro H N OD O N Jco H Ol J lO w w co Cn H 0 ro r H H H H H H H H H H H H O:)JOIUI.A W NHOl000J0\tj n H HHHHNNWWWWWWWxll trJ W W w w w OD Cn Cn O O 00 00 w H IO OD H .A .p m mW W cn Cn H H OD O H H H H N N J J N N al J a w w w oD au ao ao cn ui of ro H H H H H H H H H H H H H O O O O O O O O O O O O O x co co cn cn cn cn cn cn Ui cn cn Ln (n x O Ol H H H H H H CD CD 0 0 0 CD CD CD CD CD CD CD 0 ro rnrnrnrn ro WHHODJOW6 MMLnN IA H 0 0 CDCDCD CD CD CD 0 0 0 0 0 0 Cn Cn iA cn iA J J0 000 lO w lO 110 OD b co W HlO H H J J A A W W N nO H H H H H H H H H H H H H C a0JO1ltX+7 (td) I I W Cn O H 10 dlN.A> 1 lO cn J r N N H b H lO lO `J"v O O O co l0 lO 7d ooNNr A (n Cn ,b O O O ry w w . p ro rn W H H H OOO0N U 7 J b W Ut ON W H ln 0 H N N C Cn m H C7 Gi z H COASTAL FLOORING WED, I1-JUN-2016 15:45:48 PAGE 005 018T16-0272 SUMMARY'IL ASD DESIGN 1T8 40LH08 60I 2 0/0 1T8 LONGSPAN JOIST DESIGN REQUIREMENTS** SJI SPECS VULCRAFT-FLORENCE 17-:6.1 UNFACTORED LOADS **** MAIN TC UNIFORM (R) 277/181 60- 2 0/0 NET UPLIFT 246 5- 9 0/0 197 48- 8 0/0 246 5-,9 0/0 LOAD CASES GENERATED: 1= 1.000D+1.00OL 2= NET UPLIFT I JOIST LAYOUT** WORK LENGTH = 59-10 0/0 BRNG DEPTH LT= 4 7/8 RT= 5 1/8 DEPTH DEPTH DEPTH S PITCH LE BL CENTER RE BL IN/FT) 32 1/2 40 0/0 47 1/2 0.2490 I WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 02 2 0/0 6- 0 0/0 0- 3 1/4 14 @ 3- 4 0/0 0- 3 3/4 6- 7 0/0 0- 2 0/0 BCX H6LD BACK: LEFT STD RIGHT STD (STD EXT = 0- 8 3/4) VERT REPL WEBS 2DL 3-11 0/0 2DR 4I- 3 0/0 DEFLECTION -- MAINSPAN -- LL ----- LIMITS (L/360) -1.99 MAXIMA -1.58 SEAT DESIGN** SEC LEFT 220 SEAT SEAT WELD: LEFT= LENGTH SEC 0- 6 0/0 RIGHT 220 8.0" STD ( 8.0" avbl) l LENGTH SEAT 0- 6 0/0 STD CAMBER 1 1/2 RIGHT= 8.0" STD ( 8.0" avbl) UPLIFT: "ER(L)= 6167 LBS WLEN INP(L)=3.0" ER(R)= 6167 LBS WLEN INP(R)=3.0" CHORD DESIGN** CHORD FY = 500'00. PSI SPAN/TCRY= 573 SPAN/BCRY= 501 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 220 L 2 X 2 X.232 60- 2.1/8 1" 1.2455 3- 0 0/0 BC . 251 L2-1/2X2-1/2X3/16 48- 8 1/2 1" 1.4257 0- 0 0/0 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC :MEM AXIAL K KL/R PP MP LC 1 - 17275 1.0 114.9 0.63 1.00 1 1 + 17060 .1.0 87.4 0.44 0.31 1 2 - 16424 1.0 77.2 0.61 0.50 1 2 F - 21119 .90 92.5 0.44 0.75. 2 3 F - 23923 1.0 51.1 0.70 0.61 1 3 F - 26099 .90 92.5 0.50 0.93 2 4 F - 23924 1.0 51.1 0.78 0.60 1 4 F - 27862 .90 92.5 0.51 0.99 2 5 F - 33446 1.0 51.1 0.86 0.82 1 5 F - 26815 .90 92.5 0.51 0.95 2 6 F - 33446 1.0 51.1 0.92 0.82 1 6 F - 23298 .90 92.5 0.47 0.83 2 7 F - 38125 1.0 51.1 0.95 0.93 1 7 F - 17598 .90 92.5 0.38 0.63 2 COASTAL FLOORING i WED,l 1-JUN-2016 15:45:48 PAGE 006 018=16-0272 SUMMARY 1L ASD DESIGN 1T8 1T8 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LCI MEM AXIAL K KL/R PP MP LC 8 F 38125 1.0 51.1 0.96 0.93 11 8 13692 1.0 88.4 0.36 0.25 1 9 F 38578 1.0 51.1 0.96 0.94 1' 10 F 38578 1.0 51.1 0.96 0.94 1' 11 F 35328 1.0 51.1 0.93 0.87 1' 12' F 35328 1.0 51.1 0.90 0.87 11 13 F 28813 1.0 51.1 0.84.0.71 1'1 14 F 28813 1.0 51.1 0.77 0.71 11 15 F 19413 1.0 51.1 0.68 0.49 1 16 F 19414 1.0 51.1 0.61 0.51 1I17131071.0 86.2 0.61 0.43 1 18 F 13886 1.0 80.2 0.63 0.58 11 WEB DESIGN** WEB FY = 50000. PSI 1 TEND REACTION 8286.9 LBS HR: TOP -LT MIN VERT SHEAR 2071.7 LBS REQ GOV READ WELD HL WEB SEC QTY K KL/R AXIAL RATIO LC LEN x SIZE AVBL WELD CLIP 2 206 2* 1.0 99.3 13870 0.77 2 7.8 x 0.163 15.2 T,B 2DL 126 1 75 127.8 1522 0.618 1 1.5 x 0.109 4.3 3 158 1 75 84.2 6515 0.88 1 2.6 x 0.170 4.3 4 201 1 75 97.8 6302 0.85 2 4.4 x 0.137 5.0 V2 101 1 90 154.4 1164 0.96 1 1.5 x 0.109 4.0 5 201 1 75 99.9 7134 0.99 1 3.5 x 0.137 5.0 6 158 1 75 134.7 3858 0.97 2 2.2 x 0.170 4.7 V3 1:2-6 1 75 107.4 I-r20 0--.33 1 T: -S-, x 0-.109 4.1 7 201 1 75 101.9 3913 0.55 1 1.9 x 0.137 5.0 8 129. 1 75 164.8 1694 0.97 2 1.6 x 0.133 4.6 V4 126 1 75 112.5 1116 0.36 1 1.5 x 0.109 4.1 9 157 1• 75 140.1 3016 0.89 1 1.5 x 0.155 4.7 10 157 1 75 140.1 3016 0.89 1 1.5 x 0.155 4.6 V5 126 1 75 117.5 1116 0.39 1 1.5 x 0.109 4.1 1OR 126 1 75 170.9 1197 0.89 2 2.4 x 0.109 4.6 9R 157 1 75 143.1 2950 0.91 1 1.5 x 0.155 4.5 V6 126 1 75 122.6 1116 0.43 1 1.5 x 0.109 4.1 8R 157 1 75 146.1 2938 0.941. 2 1.8 x 0.155 4.6 7R 201 1 75 108.5 5220 0.80 1 2.6 x 0.137 4.8 V7 126 1 75 127.6 1120 0.46' 1 1.5 x 0.109 4.1 6R 201 1 75 110.7 4552 0.72. 2 3.1 x 0.137 4.9 5R 206 1 75 111.2 7371 0.98, 1 3.0 x 0.163 4.7 V8 126 1 75 132.7 1162 0.52 1 1.5 x 0.109 4.1 4R 201 1 75 113.1 6088 0.991 2 4.2'x 0.137 4.8 3R 206 1 75 84.7 6971 0.86, 1 2.9 x 0.163 4.9 2DR 153 1 75 137.2 1593 0.581 1 1.5 x 0.123 4.3 2R 206 2* 1.0 115.8 11828 0.84' 2 6.6 x 0.163 14.6 T,B NOTE: ALL WEBS HAVE BEEN DESIGNED FOR THE EFFECTS OF THE ECCENTRICITY CAUSED BY NON -CRIMPED SINGLE ANGLES. BRIDGING REQUIREMENTS** ALLOW LYY STRESS SLENDER TOP CHORD= 7.2 FT 17.6 FT BOT CHORD= 11.8 FT 28.5 FT 4 ROWS TOTAL) BOLTED-X SURF AREA= 235.6 SQFT 5 ROWS UPLIFT BRDG 2 ROWS EX -BRIDGING REQ'D COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 007 018.-16-0272 SUMMARY 1L ASD DESIGN 1TI 42.125LH250/150 43- 6 0/0 1T1 LONGSPAN JOIST DESIGN REQUIREMENTS**; SJI SPECS VULCRAFT FLORENCE 17.6.1 9---------------------------------------------------------------------------- UNFACTORED LOADS **** MAIN TC UNIFORM (R) 250/150 43- 610/0 NET UPLIFT 246 5- 9I0/0 197 32- 0 0/0 246 5- 9I0/0 TC V CONC 4.40/0.00 7- 9I0/0 I 35- 9 0/0 LOAD CASES GENERATED: 1=.1.000D+I.000L 2= NET UPLIFT JOIST LAYOUT** WORK LENGTH 43- 2 0/0 1 BRNG DEPTH LT= 4 7/8 RT= 5 1/8 DEPTH DEPTH DEPTH S PI!TCH LE BL CENTER RE BL IN/jFT) 36 3/4 42 1/8 47 1/2 0.2i470 WF TCXL END PANEL VAR PANEL HALF PAN LS VAR PANEL END PANEL WP TCXR 0- 2 0/0 6- 9 0/0 0- 3 1/4 8 @ 3- 16 0/0 I 0- 3 3/4 7-10 0/0 0- 2 0/0 BCX•HOLD BACK: LEFT STD RIGHT STD ?(STD EXT = 0= 7 7/8)- - VERT REPL WEBS 2DL 4- 4 0/0 2DR 5- 0 0/0 DEFLECTION -- MAINSPAN -- 1 STD LL ----- CAMBER LIMITS (L/360) -1.44 0 3/4 MAXIMA -0.37 SEAT DESIGN** SEC LENGTH SEC' LENGTH LEFT 218 SEAT 0- 6 0/0 RIGHT 2561 SEAT 0- 6 0/0 SEAT WELD: LEFT= 8.0" STD ( 8.0" avbl,) RIGHT= 8.0" STD ( 8.0" avbl) UPLIFT: ER(L)= 4526 LBS WLEN INP(L)=3.,0" ER(R)= 4526 LBS WLEN INP(R)=3.0" CHORD DESIGN** CHORD FY = 50000. PSI-' SPAN/TCRY= 358 SPAN/BCRY= 416 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 256 L2-1/2X2-1/2X.230 43- 6,1/8 1" 1.4353 3- 0 0/0 BC 210 L 2 X 2 X3/16 29-10,3/4 1" 1.2345 0- 0 0/0 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC MEM AXIAL K KL/R PP MP LC 1 - 20309 1.0 101.5 0.41 0.76 1 1 + 20543 1.0 114.9 0.57 0.48 1 2 - 19813 1.0 69.6 0.94 0.53 1 2 F - 12687 .90 122.4 0.32 0.89 2 3 - 24231 .75 64.0 D.94 0.75 1 3 F _ 13801 .90 122.4 0.32 0.96 2 4 - 24239 .75 64.0 0.73 0.50 1 4 F - 12092 .90 122.4 0.31 0.84 2 5 - 27057 .75 64.0 0.57 0.59 1 5 + 19043 1.0 116.2 0.51 0.45 l 6 - 27057 .75 64.0 0.57 0.58 1 COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 008 018a16-0272 SUMMARY 1L ASD DESIGN 1T1 TC REQ MP .RATIOS GOV. MEM AXIAL K KL/R PP MP LC 7 - 26204 .75 64.0 0.55 0.57 1 8 - 26204 .75 64.0 0.54 0.56 1 9 - 21981 .75 64.0 0.54 0.50 1 10 - 21973 .75 64.0 0.87 0.45 1 11' - 18372 1.0 80.7 0.87 0.71 1 12 - 19909 1.0 117.8 0.77 0.93 1 1T1 WEB DESIGN** WEB FY = 50000. PSI END REACTION = 9795.8 LBS HR: TOP -LT MIN VERT SHEAR = 2449.0 LBS REQ HL WEB SEC QTY K KL/R AXIAL 2 206 2* 1.0 111.9 9766 2DL 126 1 75 145.7 1399 3 206 1 75 71.0 8358 4 158 1 75 143.2 3509 V2 126 1 75 115.9 1724 5 201 1 75 108.3 3600 6 126 1 75 174.3 1274 V3 126 1 75 121.2 - 1058 7 201 1 75 110.6 - 3519 7R 201 1 75 110.6 - 3519 V4 126 1 75 126.4 - 987 6R- 153 1 75 151.1 - 1687 ER 20-1 1 75 112.9 - 362-6 V5 126 1 75 131.7 - 802 4R• 201 1 75 115.2 - 3518 3R 206 1 75 84.1 - 7898 2DR 155 1 75 146.2 - 2577 2R 206 2* 1.0 132.5 - 9560 BRIDGING REQUIREMENTS** ALLOW LYY STRESS SLENDER TOP CHORD= 14.1 FT 20.3 FT BOT CHORD= 13.7 FT 24.7 FT 2 ROWS HORIZONTAL 4 ROWS UPLIFT BRDG PANEL POINT LOAD SUMMARY --- GOV REQD WELD RATIO LC LEN x SIZE AVBL WELD CLIP 0.65 2 9.2 x 0.163 12.9 B 0.76 2 1.5 x 0.109 4.3 0.94 1 3.5 x 0.163 4.8 0.9'9 2 2.0 x 0.170 4.6 0.59 1 1.5 x 0.109 4.1 0.55 1 1.8 x 0.137 5.0 0.99 2 2.4 x 0.109 4.6 0.40 1 1.5 x 0.109 4.1 0.55 1 1.7 x 0.137 4.9 0.55 1 1.7 x 0.137 4.9 0.40 1 1.5 x 0.109 4.1 0.72 2 2.9 x 0.123 4.7 0.59 1 1:-8- x 0-.137 4-.8 0.35 2 1.5 x 0.109 4.1 0.59 2 2.1 x 0.137 4.9 0.97 1 3.3 x 0.163 4.9 0.93 1 1.5 x 0.138 4.4 0.89 2 9.2 x 0.163 12.9 B PP NAME LC# 1 LC# 2 1 520.8 512.5 2 877.6 850.2 3 4889.9 638.7 4 1179.4 689.5 5 875.0 689.5 6 875.0 689.5 7 875.0 689.5 8 875.0 689.5 9 875.0 689.5 10 875.0 689.5 11 4914.0 672.7 12 1355.8 955.9 CONTINUED NEXT PAGE*** SURF AREA= 171.1 SQFT COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 010 018,16-0272 SUMMARY 1L ASD DESIGN 1T2 42.125LH250/150 43- 6 0/0 1T2 LONGSPAN JOIST DESIGN REQUIREMENTS**, SJI SPECS VULCRAFT FLORENCE 17.6.1 UNFACTORED LOADS **** MIRIN TC UNIFORM (R) 250/150 43- 6110/0 NET UPLIFT 197 5- 910/0 157 32- 01!0/0 197 5- 9 0/0 TC V CONC 4.40/0.00 7- 9 0/0 35- 9 0/0 i LOAD CASES GENERATED: 1=•1.000D+I.000L 2= NET UPLIFT JOIST LAYOUT** WORK LENGTH = 43- 2 0/0 BRNG DEPTH LT= 4 7/8 RT= 5 1/8 DEPTH DEPTH DEPTH S PITCH LE BL CENTER RE BL (IN/FT) 36 3/4 42 1/8 47 1/2 +0.24170 WP TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 0- 2.0/0 6- 9 0/0 0- 3 1/4 8 @ 3- 6 0/0 0- 3 3/4 7-10 0/0 0- 2 0/0 BCX-HOL-D- BACK: LEFT STD RIGHT STD --("STD EXT -0-- 7 7/8)" i VERT REPL WEBS 2DL 4- 4 0"/0 2DR 5i 0 0/0 i DEFLECTION -- MAINSPAN -- STD LL ----- CAMBER LIMITS (L/360) -1.44 0 3/4 MAXIMA -0.42 1 SEAT DESIGN** SEC LENGTH SEC LENGTH LEFT 218 SEAT 0- 6 0/0 RIGHT 256 SEAT 0- 6 0/0 SEAT WELD: LEFT= 8.0" STD ( 8.0" avbl); RIGHT= 8.0" STD ( 8.0" avbl) UPLIFT: ER(L)= 3612 LBS WLEN"INP(L)=3.0'," ER(R)- 3612 LBS WLEN INP(R)=3.0" CHORD DESIGN** CHORD FY = 50000. PSI SPAN/TCRY= 358 SPAN/BCRY= 420 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 256 L2-1/2X2-1/2X.230 43- 6 1/8 1" 1.4353 3- 0 0/0 BC 204 L 2 X 2 X.148 29-10 3/4 1" 1.2250 0- 0 0/0 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC 'MEM AXIAL K KL/R PP MP LC 1 - 20301 1.0 101.5 0.41 0.76 1 1 + 2 5535 1.0 114.3 0.71 0.60 1 2 - 19806 1.0 69.6 0.94 0.53 1 2 F - 10112 .90 121-4 0.32 0.87 2 3 - 24222 .75 64.0 0.94 0.75 1 3 F - 11000 .90 121.4 0.'32 0.94 2 4 - 24230 .75 64.0 0.73 0.50 1 4 F - 9638 .90 121.4 0.31 0.83 2 5 - 27047 .75 64.0 0.57 0.59 1 5 + 19037 1.0 115.5 0.64 0.56 1 6 - 27048 .75 64.0 0.57 0.58 1 COASTAL FLOORING I WED, 1-JUN-2016 15:45:48 PAGE 011 018,16-0272 SUMMARY 1L ASD DESIGN 1T2 1T2 TC• REQ MP. RATIOS GOV MEP! AXIAL K KL/R PP MP LC' 7 26195 .75 64.0 0.55 0.57 1 8 26195 .75 64.0 0.54 0.56 1 9 21973 .75 64.0 0.54 0.50 11, 10 21966 .75 64.0 0.87 0.45 11 11! 18366 1.0 80.7 0.87 0.71 1' 12 19902 1.0 117.8 0.76 0.93 11 WEB DESIGN** WEB FY = 50000. PSI END REACTION 9795.8 LBS HR: TOP -LT MIN VERT SHEAR 2449.0 LBS REQ i GOV REQD WELD Hr, WEB SEC QTY K KL/R AXIAL RATZO LC LEN x SIZE AVBL WELD CLIP 2 206 2* 1.0 142.5 + 22164 0.5,9 1 9.2 x 0.163 12.9 B 2DL 126 1 .75 145.8 - 1119 0.6,1 2 1.5 x 0.109 4.3 3 206 1 .75 71.0 - 8358 0.9'i4 1 3.5 x 0.163 4.8 4 155 1 .75 142.5 - 2796 0.95 2 2.4 x 0.138 4.7 V2 126 1 .75 116.0 - 1724 0.519 1 1.5 x 0.109 4.1 5 201 1 .75 108.3 - 3599 0.55 1 1.8 x 0.137 5.0 6 126 1 .75 174.3 - 1015 0.79 2 2.4 x 0.109 4.6 V3 126 1 .75 121.2 - 1058 0.40 1 1.5 x 0.109 4.1 7 201 1 .75 110.6 - 3518 0.55 1 1.7 x 0.137 4.9 7R 201 1 .75 110.6 - 3518 0.55 1 1.7 x 0.137 4.9 V4 126 1 .75 126.5 - 987 0.40 1 1.5 x 0.109 4.1 6R' 153 1 .75 151.2 - 1345 0.58 2 2.9 x 0.123 4.7 6R 2-01 1 :75 112.9 - 362-5 0:59 1 1.-8 x 0.137 4.8 V5 126 1 .75 131.7 - 640 0.28 1 1.5 x 0.109 4.1 4R• 158 1 .75 155.5 - 2803 0.94 2 1.7 x 0.170 4.5 3R 206 1 .75 84.2 - 7898 0.97 1 3.3 x 0.163 4.9 2DR 155 1 .75 146.3 - 2577 0.93 1 1.5 x 0.138 4.4 2R 206 2* 1.0 132.5 - 7625 0.711 2 9.2 x 0.163 12.9 B BRIDGING REQUIREMENTS** ALLOW LYY STRESS SLENDER TOP CHORD= 14.1 FT 20.3 FT BOT CHORD= 13.6 FT 24.5 FT 2 ROWS HORIZONTAL SURF AREA= 170.2 SQFT 4 ROWS UPLIFT BRDG PANEL POINT LOAD SUMMARY --- pp NAME LC# 1 LC# 2 1 520.8 410.4 2 877.6 680.6 3 4889.9 509.3 4 1179.4 549.5 5 875.0 549.5 6 875.0 549.5 17 875.0 549.5 8 875.0 549.5 9 875.0 549.5 10 875.0 549.5 11 4914.0 536.1 12 1355.8 764.8 CONTINUED NEXT PAGE*** COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 013 01&-16-0272 SUMMARY 1L ASD DESIGN 1T'8 42.125LH250/150 43- 6 0/0 1T3 LONGSPAN JOIST DESIGN REQUIREMENTS.**, SJI SPECS VULCRAFT FLORENCE 17.6.1 UNFACTORED LOADS **** I MAIN TC UNIFORM (R) 250/150 43- 610/0 NET UPLIFT 197 5- 9 0/0 157 32- 0 0/0 197 5- 9 0/0 TC V CONC 4.40/0.00 7- 9I0/0 35- 9 0/0 LOAD CASES GENERATED: 1=.1.000D+I.000L 2= NET UPLIFT I JOIST LAYOUT** WORK LENGTH = 43- 2 0/0 o-------------- BRNG DEPTH LT= 4 7/8 RT= 5 1/8 DEPTH DEPTH DEPTH S PITCH LE BL CENTER RE BL (IN/FT) 36 3/4 42 1/8 47 1/2 +0.2470 I WEr TCXL END PANEL VAR PANEL HALF PANELS VAR PANEL END PANEL WP TCXR 0- 2 0/0 6- 9 0/0 0- 3 1/4 8 @ 3- 6 0/0 0- 3 3/4 7-10 0/0 0- 2 0/0 BCX•HOLD BACK: LEFT STD RIGHT STD (,STD EXT = 0- 7 7/8) VERT FiEPL WEBS 2DL 4- 4 0/0 2DR 51,- 0 0/0 I DEFLECTION -- MAINSPAN -- STD LL ----- CAMBER LIMITS (L/360) -1.44 0 3/4 MAXIMA -0.42 SEAT DESIGN** SEC LENGTH SEC LENGTH LEFT 218 SEAT 0- 6 0/0 RIGHT 256 SEAT 0- 6 0/0 SEAT WELD: LEFT= 8.0" STD ( 8.0" avbl) I, RIGHT= 8.0" STD ( 8.0" avbl) UPLIFT: ER (L) = 3612 LBS WLEN INP (L) =3 . 0i" ER (R) = 3612 LBS WLEN INP (R) =3 . 0" CHORD DESIGN** CHORD FY = 50000. PSI SPAN/TCRY= 358 SPAN/BCRY= 420 SEC CHORD DESCRIPTION LENGTH CHRD GAP RYY LYY TC 256 L2-1/2X2-1/2X.230 43- 6 1/8 1" 1.4353 3- 0 0/0 BC 204 L 2' X 2 X.148 29-10 3/4 1" 1.2250 0- 0 0/0 TC REQ MP RATIOS GOV BC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC MEM AXIAL K KL/R PP MP LC 1 - 20301 1.0 101.5 0.41 0.76 1 1 + 20535 1.0 114.3 0.71 0.60 1 2 - 19806 1.0 69.6 0.94 0.53 1 2 F - 10112 .90 121.4 0.32 0.87 2 3 - 24222 .75 64.0 0.94 0.75 1 3 F - 11000 .90 121.4 0.32 0.94 2 4 - 24230 .75 64.0 0.73 0.50 1 4 F - 9638 .90 121.4 0.31 0.83 2 5 - 27047 .75 64.0 0.57 0.59 1 5 + 19037 1.0 115.5 0.64 0.56 1 6 - 27048 .75 64.0 0.57 0.58 1 COASTAL FLOORING WED, 1-JUN-2016 15:45:48018-16-0272 SUMMARY 1L ASD DESIGN PAGE 014 1T3 TC REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC 7 26195 75 64.0 0.55 0.57 1 6 26195 75 64.0 0.54 0.56 1 9 21973 75 64.0 0.54 0.50 1 10 21966 75 64.0 0.87 0.45 1 117 18366 1.0 80.7 0.87 0.71 1 12 19902 1.0 117.8 0.76 0.93 1 1T3 WEB DESIGN** WEB FY = 50000. PSI END REACTION = 9795.8 LBS HR: TOP -LT MIN VERT SHEAR = 2449.0 LBS REQ HL WEB SEC QTY K KL/R AXIAL RATIO 2 206 2* 1.0 142.5 22164 0.59 2DL 126 1 75 145.8 1119 0.61 3 206 1 75 71.0 8358 0.94 4 155 1 75 142.5 2796 0.95 V2 126 1 75 116.0 1724 0.59 5 201 1 75 108.3 3599 0.55 6 126 1 75 174.3 1015 0.79 V3 126 1 75 121.2 1058 0.40 7 201 1 75 110.6 3518 0.55 7R 201 1 75 110.6 3518 0.55 V4 126 1 75 126.5 987 0.40 6R• 153 1 75 151.2 1345 0.58 5R 201 1 75 112.9 3625 0.59 V5 126 1 75 131.7 640 0.28 4R• 158 1 75 155.5 2803 0.94 3R 206 1 75 84.2 7898 0.97 2DR 155 1 75 146.3 2577 0.93 2R 206 2* 1.0 132.5 7625 0.71 BRIDGING REQUIREMENTS** ALLOW LYY STRESS SLENDER TOP CHORD= 14.1 FT 20.3 FT BOT CHORD= 13.6 FT 24.5 FT 2 ROWS HORIZONTAL 4 ROWS UPLIFT BRDG PANEL POINT LOAD SUMMARY --- GOV REQD WELD LC LEN x SIZE AVBL WELD CLIP 1 9.2 x 0.163 12.9 B 2 1.5 x 0.109 4.3 1 3.5 x 0.163 4.8 2 2.4 x 0.138 4.7 1 1.5 x 0.109 4.1 1 1.8 x 0.137 5.0 2 2.4 x 0.109 4.6 1 1.5 x 0.109 4.1 1 1.7 x 0.137 4.9 1 1.7 x 0.137 4.9 1 1.5 x 0.109 4.1 2 2.9 x 0.123 4.7 1 1.8 x- 0. 13"7 4.8 1 1.5 x 0.109 4.1 2 1.7 x 0.170 4.5 1 3.3 x 0.163 4.9 1 1.5 x 0.138 4.4 2 9.2 x 0.163 12.9 B PP NAME LC# 1 LC# 2 1 520.8 410.4 2 877.6 680.6 3 4889.9 509.3 4 1179.4 549.5 5 875.0 549.5 6 875.0 549.5 7 875.0 549.5 8 875.0 549.5 9 875.0 549.5 10 875.0 549.5 11 4914.0 536.1 12 1355.8 764.8 CONTINUED NEXT PAGE*** SURF AREA= 170.2 SQFT COASTAL FLOORING WED, 1-JUN-2016 15:45:48 PAGE 019 010-16-0272 SUMMARY 1L ASD DESIGN 175 1T5 TC' REQ MP RATIOS GOV MEM AXIAL K KL/R PP MP LC 8 F 16420 1.0 52.9 0.88 0.79 1 9 F 12538 1.0 52.9 0.82 0.61 1 10 F 12539 1.0 52.9 0.79 0.64 1 11 8685 1.0 97.1 0.98 0.58 1. 12 F 9495 1.0 89.7 1.00 0.94 1 WEB DESIGN** WEB FY = 50000. PSI END REACTION 5395.8 LBS HR: TOP -LT MIN VERT SHEAR 1349.0 LBS REQ GOV READ WELD HL,WEB SEC QTY K KL/R AXIAL RATIO LC LEN x SIZE AVBL WELD CLIP 2 206 2* 1.0 112.0 8128 0.54 2 4.8 x 0.163 14.9 T,B 2DL 126 1 75 142.4 1465 0.77 1 1.5 x 0.109 4.2 3 153 1 75 96.3 3703 0.92 1 2.0 x 0.123 4.3 4 155 1 75 142.9 2696 0.93' 2 2.1 x 0.138' 4.7 V2 126 1 75 116.6 1004 0.35 1 1.5 x 0.109 4.1 5 157 1 75 146.3 2884 0.93 1 1.5 x 0.155 4.7 6 126 1 75 174.8 921 0.72, 2 2.4 x 0.109 4.6 V3 126 1 75 121.9 963 0.36 1 1.5 x 0.109 4.1 7 153 1 75 148.5 1932 0.80 1 1.5 x 0.123 4.7 7R 153 1 75 148.5 1932 0.80 1 1.5 x 0.123 4.6 V4 126 1 75 127.2 963 0.40 1 1.5 x 0.109 4.1 6R 153 1 75 151.6 1425 0.61 2 2.9 x 0.123 4.7 5R' 201 1 75 113.2 3316 0.54 1 1.6 x 0.137 4.8 V5 126 1 75- 132.4 1-003 0.4-5 1 1.5 x 0.109 4.1 4R 158 1 75 155.9 2875 0.96 2 1.8 x 0.170 4.5 3R. 155 1 75 114.7 3971 0.98 1 1.9 x 0.138 4.3 2DR 153 1 75 137.3 1543 0.56 1 1.5 x 0.123 4.3 2R 206 2* 1.0 123.6 7129 0.58 2 4.5 x 0.163 13.8 T,B BRIDGING REQUIREMENTS** ALLOW LYY STRESS SLENDER TOP CHORD= 9.6 FT 17.3 FT BOT CHORD= 13.6 FT 24.5 FT 2 ROWS HORIZONTAL 4 ROWS UPLIFT BRDG SURF AREA= 153.0 SQFT