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Structural Calculations
Job: Miramar Condo LOCATION: Jensen Beach STRUCTURAL CALCULATIO JUL P 3 ,'JPJ DESIGN CRITERIA: ST. Lucie County, Vermltting Calculations based on: 1. 2017 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. Building Code Requirements for Structural Concrete ACI 318-14 4. American Institute of Steel Construction AISC-14 Ed 5. Specifications for the Design of Cold -Formed Stainless Steel Structural Members SEI/ASCE8-02 CALCULATION INDEX: Cover page Cable Railing Design & Analysis CALCULATION STATEMENT: 2-38 To the best of my knowledge, ability, belief and professional judgment, I hereby attest that the manual calculations and computer generated calculations are in compliance with the existing governing codes. Jose E. Polanco, PE Lic. No. 76919 COOLING TOWER ALUMINUM STRUCTURE SUPPORT Aluminum Structure support for Cooling Tower. VERTICAL LOADS: STRUCTURE SELF WEIGHT & EQUIPMENT D WEIGHT = 8355 lb LIVE LOAD: VIBRATION AND SERVICE FACTOR 30% OF D = 2506 lb. HORIZONTAL LOADS: VIENTO: (61.80 psf) = 0.429 Ib/in2 (On structure and equipment) ELEMENTS MATERIALS: Aluminum 6160-T6 Columns: Aluminum Square Pipe 6X6x1/4 (6SQX.250WALL) Beams: Aluminum 17x5.8 GEOMETRY 1: Aluminum Structure columns and beams, bolted connected. 2: Supports Embedded in perimeter columns and articulated in the central column. t dI 2 of 38 LOADS Equipment specs received: Design Conditions: Flow Rate: 650 GPM Hot Water Temp: 95 OF Cold Water85 "F Temp: Wet Bulb Temp: 76 OF Paragon Series selection: Paragon OT-2001 Selection: Model: Paragon DT-2001 Quantity: 1 Heat Load: 3,250,000 BTUIhr Actual Cooling Tons Rejected: 216.67 Corrected Cooling Tons: 195.00 Model: Paragon DT-2001 Corrected Tons: 2beTons Shell Material: Polyethylene (HOPE) Motor(s): 10 HP Motor Type: TEAO 1200 RPM Air Flow: 35600 CFM Evaporation Est @ Peak Load: 7 GPM Drift Loss Std Model: 0.002% Sump Capacity. 763 Gallons Dry Weight 2670 Ibs Operating Weight ---41ob 8355 lbs Dimensions: 114!* Die. x 211" H The own weight of the equipment is distributed on the beams of the structure according to the tributary width, generating triangular loads. -, "I". 3 of 38 APPLICATION OF WIND LOADS: The resultant of the wind on the equipment (circular element Cp = 0.6) is determined with the diameter and height. F(wind) = 0.6 x 0.429lb/in2 x 114in x x211in = 6191 lb applied at the average height of the equipment. si These loads are introduced into the model, applied to the nodes of each columna. F = 6191/5 = 1238 Ib, M=130651 Ib*in 4 of 38 ANALYSIS CONSIDERATIONS. In order to obtain the most unfavorable case, the normal wind to the structure is considered, and a second case with the wind at 45 degrees on the structure. Case 1, normal loads to the structure 5 of 38 Case 2.45 degree loads on the structure PROPERTIES OF THE RESULTING ELEMENTS 6 of 38 ANALYSIS RESULTS (PASS green color) Case 1, normal loads to the structure Case 2. 45 degree loads on the structure 7 of 38 SUPPORT NUMBERING SUPPORT FORCES (see running values, annex) 8 of 38 STRUCTURAL ANALYSIS RUN WITH NORMAL WIND TO THE STRUCTURE 1. STAAD SPACE ALUMINUM SOPORTE DE EQUIPO INPUT FILE: C:\Users\ydiaz.SOPELCA\Desktop\CALCULOS 2020\CORRIDA.. .STD 2. START JOB INFORMATION 3. ENGINEER DATE 22-JUL-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES POUND 7. JOINT COORDINATES DE CONSTANTINO\nuevo platafor 04-06- 8. 1 66.1145 5-66.1145; 2 0 0 0; 3 132.229 0-132.229; 4 8.74191E-015 0-132.229 9. 5 132.229 0 8.74191E-015; 6 0 33 0; 7 66.1145 33-66.1145 10. 8 132.229 33-132.229; 9 8.74191E-015 33-132.229; 10 132.229 33 8.74191E-015 11. MEMBER INCIDENCES 12. 1 7 1; 2 6 2; 3 B 3; 4 9 4; 5 10 5; 6 6 9; 7 13. 117 8; 12 97; 13710 14. DEFINE MATERIAL START 15. ISOTROPIC ALUMINUM 16. E 1E+007 17. POISSON 0.33 18. DENSITY 0.098 19. ALPHA 2.3E-005 20. DAMP 0.03 21. END DEFINE MATERIAL 22. MEMBER PROPERTY ALUMINUM 23. 1 TABLE ST 6SQX.250WALL 24. 2 TO 5 TABLE ST GSQX.250WALL 25. 6 TO 13 TABLE ST I7X5.80 26. * ROOF SUPPORT SYSTEM 6X6X1/2 27. CONSTANTS 28. MATERIAL ALUMINUM ALL 29. MEMBER RELEASE 30. 6 TO 9 11 START MX MY ME 31. 6 TO 10 END MX MY MZ 32. SUPPORTS 33. 2 TO 5 FIXED 34. 1 PINNED 10 8; 8 9 8; 9 6 10; 10 6 7 35. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD D EQUIPMENT SELFWEIGHT 36. SELFWEIGHT Y -1.1 37. MEMBER LOAD 38. 6 TO 9 LIN Y 0 0 -10.38 39. 10 TO 13 LIN Y 0 0 -15.1 40. LOAD 2 LOADTYPE LIVE TITLE LIVE LOAD L 41. * LIVE LOAD 30% OF DEATH LOAD 42. MEMBER LOAD 43. 6 TO 9 LIN Y 0 0 -3.11 44. 10 TO 13 LIN Y 0 0 -4.53 45. LOAD 3 LOADTYPE LIVE TITLE RAIN LOAD R 46. MEMBER LOAD 47. 1 UNI GY 0.001 48. LOAD 4 LOADTYPE WIND TITLE WX VIENTO EN X 49. MEMBER LOAD 50. * WIND ON COLUMNS 51. 1 TO 5 UNI GX 2.57 52. * WIND ON EQUIPMENT 53. JOINT LOAD 54. 6 TO 10 FX 1238 55. 6 TO 10 MZ-130651 56. LOAD 5 LOADTYPE WIND TITLE VIENTO EN Z PZ=O 57. MEMBER LOAD 58. * WIND ON COLUMNS 59. 1 TO 5 UNI GZ 2.57 60. JOINT LOAD 61. * WIND ON EQUIPMENT 62. 6 TO 10 FZ 1238 63. 6 TO 10 MX 130651 64. LOAD COMB 6 COMBINATION 2 (D + L) 65. 1 1.0 2 1.0 66. LOAD COMB 7 COMBINATION 3 (D + R) PZ=0.429 LB/IN2 (61.776 PSF) 429 LB/IN2 (61.776 PSF) 9 of 38 67. 1 1.0 3 1.0 68. LOAD COMB 8 COMBINATION 4 LOAD (D + 0.75 L) 69. 1 1.0 2 0.75 70. LOAD COMB 9 COMBINATION 4 LOAD (D + 0.75 L + 0.75 R ) 71. 1 1.0 3 0.75 72. LOAD COMB 10 COMBINATION 5 (D + O.6WX) 73. 1 1.0 4 1.0 74. LOAD COMB 11 COMBINATION 5 (D + O.6WZ) 75. 1 1.0 5 1.0 76. LOAD COMB 12 COMBINATION 6A.(D + 0.75L + 0.75(O.6WX) 77. 1 1.0 2 0.75 4 0.75 78. LOAD COMB 13 COMBINATION 6A.(D + 0.75(O.6WX) + 0.75 LR 79. 1 1.0 4 0.75 3 0.75 80. LOAD COMB 14 COMBINATION 6A.(D + 0.75L + 0.75(O.6WZ) + 0.75 LR 81. 1 1.0 2 0.75 5 0.75 3 0.75 82. LOAD COMB 15 COMBINATION 7 (0.6D + 0.6WX) 83. 1 0.6 4 1.0 84. LOAD COMB 16 COMBINATION 7 (0.6D + 0.6WZ) 85. 1 0.6 5 1.0 86. PERFORM ANALYSIS NUMBER OF JOINTS 10 NUMBER OF MEMBERS 13 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 5 SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER ORIGINAL/FINAL BAND -WIDTH= TOTAL PRIMARY LOAD CASES = TOTAL LOAD COMBINATION CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE _ 87. CHECK CODE ALL 6/ 4/ 30 DOF 5, TOTAL DEGREES OF FREEDOM = 11 SO FAR. 1 DOUBLE KILO -WORDS 12.0/ 764364.9 ME ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION WARNING THE VALUE OF E FOR MEMBER 1 DOES NOT SEEM RIGHT. 1 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.531 10 1437.14 C-99717.36-30952.00 0.00 WARNING THE VALUE OF E FOR MEMBER 2 DOES NOT SEEM RIGHT. 2 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.751 11 2198.24 C 130769.73 53540.69 33.00 WARNING THE VALUE OF E FOR MEMBER 3 DOES NOT SEEM RIGHT. 3 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- R1-3 0.751 10 2198.24 C-53540.69-130769.73 33.00 WARNING THE VALUE OF E FOR MEMBER 4 DOES NOT SEEM RIGHT. 4 ST GSQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H2-1 0.551 4 1733.47 T-7888.93-127460.66 33.00 WARNING THE VALUE OF E FOR MEMBER 5 DOES NOT SEEM RIGHT. 5 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.562 10 2847.54 C-6708.88-128640.71 33.00 WARNING THE VALUE OF E FOR MEMBER 6 DOES NOT SEEM RIGHT. 6 ST 27X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1 0.087 12 1391.53 T 0.00-19684.18 66.11 WARNING THE VALUE OF E FOR MEMBER 7 DOES NOT SEEM RIGHT. 7 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.186 10 33 10 of 38 2119.56 C 0.00-16285.63 66.11 WARNING THE VALUE OF E FOR MEMBER 8 DOES NOT SEEM RIGHT. 8 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1 0.087 14 1391.53 T 0.00-19684.18 66.11 WARNING THE VALUE OF E FOR MEMBER 9 DOES NOT SEEM RIGHT. 9 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.186 11 2119.56 C 0.00-16285.63 66.11 WARNING THE VALUE OF E FOR MEMBER 10 DOES NOT SEEM RIGHT. 10 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.435 11 2252.40 C -92.71 97561.63 0.00 WARNING THE VALUE OF E FOR MEMBER 11 DOES NOT SEEM RIGHT. 11 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.435 10 2252.40 C -92.71 97561.63 93.50 WARNING THE VALUE OF E FOR MEMBER 12 DOES NOT SEEM RIGHT. 12 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.358 4 ' 416.88 C -49.21-91574.69 0.00 WARNING THE VALUE OF E FOR MEMBER 13 DOES NOT SEEM RIGHT. 13 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1 0.366 10 368.22 T -49.21 96221.97 93.50 88. PRINT MEMBER FORCES ALL MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD .7T AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y 1 1 7 1437.14 -0.00 -0.00 1 -1454.50 0.00 0.00 2 7 402.47 0.00 -0.00 1 -402.47 -0.00 0.00 3 7 0.00 -0.00 0.00 1 0.03 0.00 -0.00 4 7 -0.00 -1141.41 3561.33 1 0.00 1069.45 -3561.33 5 7 -0.00 3561.33 -1141.41 1 0.00 -3561.33 1069.45 6 7 1839.62 0.00 -0.00 1 -1856.97 -0.00 0.00 7 7 1437.14 - -0.00 -0.00 1 -1454.47 0.00 0.00 8 7 1739.00 0.00 -0.00 1 -1756.35 -0.00 0.00 9 7 1437.14 -0.00 -0.00 1 -1454.48 0.00 0.00 10 7 1437.14 -1141.41 3561.33 1 -1454.50 1069.45 -3561.33 11 7 1437.14 3561.33 -1141.41 1 -1454.50 -3561.33 1069.45 12 7 1739.00 -856.06 2671.00 1 -1756.35 802.09 -2671.00 13 7 1437.14 -856.06 2671.00 1 -1454.48 802.09 -2671.00 14 7 1739.00 2671.00 -856.06 1 -1756.33 -2671.00 802.09 15 7 862.29 -1141.41 3561.33 1 -872.70 1069.45 -3561.33 16 7 862.29 3561.33 -1141.41 1 -872.70 -3561.33 1069.45 2 1 6 1212.12 -209.26 209.26 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 -0.00 0.00-99717.36 0.00 0.00 0.00 30952.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 -0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00-99717.36 0.00 0.00 0.00 30952.00 0.00 -0.00 -0.00-74788.02 0.00 -0.00 0.00-74788.02 -0.00 -0.00 -0.00 23214.00 0.00 -0.00 0.00-99717.36 0.00 0.00 0.00 30952.00 0.00 -0.00 MOM-Z -0.00 0.00 0.00 -0.00 -0.00 -0.00 -30952.00 0.00 99717..36 -0.00 0.00 -0.00 -0.00 -0.00 0.00 -0.00 -0.00 -0.00 -30952.00 0.00 99717.36 -0.00 -23214.00 0.00 -23214.00 0.00 74788.02 -0.00 -30952.00 0.00 99717.36 -0.00 -0.00-5141.88-5141.88 11 of 38 2 -1232.58 209.26 -209.26 0.00 -1763.73 -1763.73 2 6 333.60 -59.44 59.44 -0.00 -1460.60 -1460.60 2 -333.60 59.44 -59.44 0.00 -501.01 -501.01 3 6 -0.00 0.00 -0.00 0.00 0.00 0.00 2 0.00 -0.00 0.00 -0.00 0.00 0.00 4 6 -965.67 1842.43 -3503.68 -92.71 63844.61 -66806.38 2 965.67 -1927.24 3503.68 92.71 51776.96 129006.01 5 6 965.67 -3503.68 1642.43 -92.71 66806.38 -63844.61 2 -965.67 3503.68 -1927.24 92.71-129006.01 -51776.96 6 6 1545.72 -268.70 268.70 -0.00 -6602.48 -6602.48 2 -1566.17 268.70 -268.70 0.00 -2264.74 -2264.74 7 6 1212.12 -209.26 209.26 -0.00 -5141.88 -5141.88 2 -1232.58 209.26 -209.26 0.00 -1763.73 -1763.73 8 6 1462.32 -253.84 253.64 -0.00 -6237.33 -6237.33 2 -1482.78 253.84 -253.84 0.00 -2139.48 -2139.48 9 6 1212.12 -209.26 209.26 -0.00 -5141.88 -5141.88 2 -1232.58 209.26 -209.26 0.00 -1763.73 -1763.73 10 6 246.46 1633.17 -3294.42 -92.71 58702.73 -71948.27 2 -266.91 -1717.98 3294.42 92.71 50013.23 127242.28 11 6 2177.79 -3712.95 2051.69 -92.71 61664.50 -68986.49 2 -2198.24 3712.95 -2136.50 92.71-130769.73 -53540.69 12 6 738.07 1127.98 -2373.92 -69.53 41646.13 -56342.12 2 -758.52 -1191.59 2373.92 69.53 36693..24 94615.02 13 6 487.87 1172.56 -2418.50 -69.53 42741.57 -55246.67 2 -506.33 -1236.17 2418.50 69.53 37069.00 94990.78 14 6 2186.57 -2881.61 1635.67 -69.53 43867.46 -54120.79 2 -2207.03 2881.61 -1699.27 69.53 -98893.98 -40972.21 15 6 -238.39 1716.88 -3378.13 -92.71 60759.48 -69891.52 2 226.12 -1801.69 3378.13 92.71 50718.72 127947.77 16 6 1692.94 -3629.24 1967.99 -92.71 63721.26 -66929.73 2 -1705.21 3629.24 -2052.80 92.71-130064.25 -52835.20 1 8 1212.12 209.26 -209.26 -0.00 5141.88 5141.88 3 -1232.58 -209.26 209.26 0.00 1763.73 1763.73 2 8 333.60 59.44 -59.44 -0.00 1460.60 1460.60 3 -333.60 -59.44 59.44 0.00 501.01 501.01 3 8 -0.00 -0.00 0.00 0.00 -0.00 -0.00 3 0.00 0.00 -0.00 -0.00 -0.00 -0.00 4 8 965.67 1842.43 -3503.68 92.71 63844.61 -66806.38 3 -965.67 -1927.24 3503.68 -92.71 51776.96 129006.01 5 8 -965.67 -3503.68 1842.43 92.71 66806.38 -63844.61 3 965.67 3503.68 -1927.24 -92.71-129006.01 -51776.96 6 8 1545.72 268.70 -268.70 -0.00 6602.48 6602.48 3 -1566.17 -268.70 268.70 0.00 2264.74 2264.74 7 8 1212.12 209.26 -209.26 -0.00 5141.88 5141.88 3 -1232.58 -209.26 209.26 0.00 1763.73 1763.73 8 8 1462.32 253.84 -253.84 -0.00 6237.33 6237.33 3 -1482.78 -253.84 253.84 0.00 2139.48 2139.48 9 8 1212.12 209.26 -209.26 -0.00 5141.88 5141.88 3 -1232.58 -209.26 209.26 0.00 1763.73 1763.73 10 8 2177.79 2051.69 -3712.95 92.71 68986.49 -61664.50 3 -2198.24 -2136.50 3712.95 -92.71 53540.69 130769.73 11 8 246.46 -3294.42 1633.17 92.71 71948.27 -58702.73 3 -266.91 3294.42 -1717.98 -92.71-127242.28 -50013.23 12 8 2186.57 1635.67 -2881.61 69.53 54120.79 -43867.46 3 -2207.03 -1699.27 2881.61 -69.53 40972.21 98893.98 13 8 1936.37 1591.08 -2837.02 69.53 53025.34 -44962.90 3 -1956.83 -1654.69 2837.02 -69.53 40596.45 98518.23 14 8 738.07 -2373.92 1127.98 69.53 56342.12 -41646.13 3 -758.52 2373.92 -1191.59 -69.53 -94615.02 -36693.24 15 8 1692.94 1967.99 -3629.24 92.71 66929.73 -63721.26 3 -1705.21 -2052.80 3629.24 -92.71 52835.20 130064.25 16 8 -238.39 -3378.13 1716.88 92.71 69891.52 -60759.48 3 226.12 3378.13 -1801.69 -92.71-127947.77 -50718.72 1 9 1093.62 -135.34 -135.34 0.00 3286.13 -3286.13 4 -1114.08 135.34 135.34 0.00 1180.05 -1180.05 2 9 299.95 -38.46 -38.46 0.00 933.73 -933.73 4 -299.95 38.46 38.46 -0.00 335.30 -335.30 3 9 -0.00 0.00 0.00 0.00 -0.00 0.00 4 0.00 -0.00 -0.00 -0.00 -0.00 0.00 12 of 38 4 9 -1133.47 1823.27 1723.02 -49.21 -64748.49 -65893.31 4 1733.47 -1908.08 -1723.02 49.21 7888.93 127460.66 5 9 -1733.47 1723.02 1823.27 49.21 65893.31 64748.49 4 1733.47 -1723.02 -1908.08 -49.21-127460.66 -7888.93 6 9 1393.58 -173.79 -113.79 0.00 4219.86 -4219.86 4 -1414.03 173.79 173.79 -0.00 1515.35 -1515.35 7 9 1093.62 -135.34 -135.34 0.00 3286.13 -3286.13 4 -1114.08 135.34 135.34 -0.00 1180.05 -1180.05 8 9 1318.59 -164.18 -164.18 0.00 3986.43 -3986.43 4 -1339.04 164.18 164.18 -0.00 1431.53 -1431.53 9 9 1093.62 -135.34 -135.34 0.00 3286.13 -3286.13 4 -1114.08 135.34 135.34 -0.00 1180.05 -1180.05 10 9 -639.84 1687.93 1587.68 -49.21 -61462.36 -69179.44 4 619.39 -1772.74 -1587.68 49.21 9068.99 126280.61 11 9 -639.84 1587.68 1687.93 49.21 69179.44 61462.36 4 619.39 -1587.68 -1772.74 -49.21-126280.61 -9068.99 12 9 18.49 1203.27 1128.03 -36.91 -44574.94 -53406.41 4 -38.94 -1266.88 -1128.08 36.91 7348.23 94163.98 13 9 -206.48 1232.12 1156.92 -36.91 -45275.24 -52706.12 4 186.02 -1295.72 -1156.92 36.91 7096.75 94415.45 14 9 18.49 1128.08 1203.27 36.91 53406.41 44574.94 4 -38.94 -1128.08 -1266.88 -36.91 -94163.98 -7348.23 15 9 -.1077.29 1742.07 1641.81 -49.21 -62776.82 -67864.99 4 1065.02 -1826.88 -1641.81 49.21 8596.97 126752.63 16 9 -1077.29 1641.81 1742.07 49.21 67864.99 62776.82 4 1065.02 -1641.81 -1926.88 -49.21-126752.63 -8596.97 1 10 1093.62 135.34 135.34 -0.00 -3286.13 3286.13 5 -1114.08 -135.34 -135.34 0.00 -1180.05 1180.05 2 10 299.95 38.46 38.46 -0.00 -933.73 933.73 5 -299.95 -38.46 -38.46 0.00 -335.30 335.30 3 10 -0.00 -0.00 -0.00 0.00 0.00 -0.00 5 0.00 0.00 0.00 -0.00 0.00 -0.00 4 10 1733.47 1823.27 1723.02 49.21 -64748.49 -65893.31 5 -1733.47 -1908.08 -1723.02 -49.21 7888.93 127460.66 5 10 1733.47 1723.02 1823.27 -49.21 65893.31 64748.49 5 -1733.47 -1723.02 -1908.08 49.21-127460.66 -7888.93 6 10 1393.58 173.79 173.79 -0.00 -4219.86 4219.86 5 -1414.03 -173.79 -173.79 0.00 -1515.35 1515.35 7 10 1093.62 135.34 135.34 -0.00 -3286.13 3286.13 5 -1114.08 -135.34 -135.34 0.00 -1180.05 1180.05 8 10 1318.59 164.18 164.18 -0.00 -3986.43 3986.43 5 -1339.04 -164.18 -164.18 0.00 -1431.53 1431.53 9 10 1093.62 135.34 135.34 -0.00 -3286.13 3266.13 5 -1114.08 -135.34 -135.34 0.00 -1180.05 1160.05 10 10 2827.09 1958.61 1858.36 49.21 -68034.62 -62607.18 5 -2847.54 -2043.42 -1858.36 -49.21 6708.88 128640.71 11 10 2827.09 1858.36 1958.61 -49.21 62607.18 68034.62 5 -2847.54 -1858.36 -2043.42 49.21-128640.71 -6708.88 12 10 2618.69 1531.63 1456.44 36.91 -52547.80 -45433.56 5 -2639.14 -1595.24 -1456.44 -36.91 4485.17 97027.02 13 10 2393.72 1502.79 1427.60 36.91 -51847.50 -46133.86 5 -2414.18 -1566.40 -1427.60 -36.91 4736.65 96775.55 14 10 2618.69 1456.44 1531.63 -36.91 45433.56 52547.80 5 -2639.14 -1456.44 -1595.24 36.91 -97027.02 -4485.17 15 10 2389.64 1904.48 1804.22 49.21 -66720.17 -63921.64 5 -2401.91 -1989.29 -1804.22 -49.21 7180.90 128168.70 16 10 2389.64 1804.22 1904.48 -49.21 63921.64 66720.17 5 -2401.91 -1804.22 -1989.29 49.21-128168.70 -7180.90 1 6 100.93 378.27 -0.00 0.00 0.00 0.00 9 -100.93 .378.27 0.00 0.00 0.00 0.00 2 6 28.67 102.81 -0.00 0.00 0.00 0.00 9 -28.67 102.81 0.00 0.00 0.00 0.00 3 6 -0.00 0.00 -0.00 0.00 0.00 0.00 9 0.00 -0.00 0.00 0.00 0.00 0.00 4 6 -2018.63 0.00 -0.00 0.00 0.00 0.00 9 2018.63 -0.00 0.00 0.00 0.00 0.00 5 6 -879.22 0.00 -0.00 0.00 0.00 0.00 9 879.22 -0.00 0.00 0.00 0.00 0.00 6 6 129.60 481.08 -0.00 0.00 0.00 0.00 13 of 38 7 8 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 -129.60 481.08 0.00 0.00 0.00 0.00 100.93 378.27 -0.00 0.00 0.00 0.00 -100.93 378.27 0.00 0.00 0.00 0.00 122.44 455.38 -0.00 0.00 0.00 0.00 -122.44 455.38 0.00 0.00 0.00 0.00 100.93 378.27 -0.00 0.00 0.00 0.00 -100.93 378.27 0.00 0.00 0.00 0.00 -1917.70 378.27 -0.00 0.00 0.00 0.00 1917.70 378.27 0.00 0.00 0.00 0.00 -778.29 378.27 -0.00 0.00 0.00 0.00 778.29 378.27 0.00 0.00 0.00 0.00 -1391.53 455.38 -0.00 0.00 0.00 0.00 1391.53 455.38 0.00 0.00 0.00 0.00 -1413.04 378.27 -0.00 0.00 0.00 0.00 1413.04 378.27 0.00 0.00 0.00 0.00 -536.98 455.38 -0.00 0.00 0.00 0.00 536.98 455.38 0.00 0.00 0.00 0.00 -1958.07 226.96 -0.00 0.00 0.00 0.00 1958.07 226.96 0.00 0.00 0.00 0.00 -818.66 226.96 -0.00 0.00 0.00 0.00 818.66 226.96 0.00 0.00 0.00 0.00 100.93 378.27 -0.00 0.00 0.00 0.00 -100.93 378.27 0.00 0.00 0.00 0.00 28.67 102.81 -0.00 0.00 0.00 0.00 -26.67 102.81 0.00 0.00 0.00 0.00 -0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2018.63 0.00 0.00 0.00 0.00 0.00 -2018.63 -0.00 -0.00 0.00 0.00 0.00 879.22 0.00 0.00 0.00 0.00 0.00 -879.22 -0.00 -0.00 0.00 0.00 0.00 129.60 481.08 -0.00 0.00 0.00 0.00 -129.60 481.08 0.00 0.00 0.00 0.00 100.93 378.27 -0.00 0.00 0.00 0.00 -100.93 378.27 0.00 0.00 0.00 0.00 122.44 455.38 -0.00 0.00 0.00 0.00 -122.44 455.38 0.00 0.00 0.00 0.00 100.93 378.27 -0.00 0.00 0.00 0.00 -100.93 378.27 0.00 0.00 0.00 0.00 2119.56 378.27 0.00 0.00 0.00 0.00 -2119.56 378.27 -0.00 0.00 0.00 0.00 980.15 378.27 0.00 0.00 0.00 0.00 -980.15 378.27 -0.00 0.00 0.00 0.00 1636.41 455.38 0.00 0.00 0.00 0.00 -1636.41 455.38 -0.00 0.00 0.00 0.00 1614.90 378.27 0.00 0.00 0.00 0.00 -1614.90 378.27 -0.00 0.00 0.00 0.00 781.85 455.38 0.00 0.00 0.00 0.00 -781.85 455.38 -0.00 0.00 0.00 0.00 2079.19 226.96 0.00 0.00 0.00 0.00 -2079.19 226.96 -0.00 0.00 0.00 0.00 939.78 226.96 0.00 0.00 0.00 0.00 -939.78 226.96 -0.00 0.00 0.00 0.00 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 28.67 102.81 0.00 0.00 0.00 0.00 -28.67 102.81 -0.00 0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -879.22 -0.00 0.00 0.00 0.00 0.00 879.22 0.00 -0.00 0.00 0.00 0.00 -2018.63 -0.00 0.00 0.00 0.00 0.00 2018.63 0.00 -0.00 0.00 0.00 0.00 129.60 481.08 0.00 0.00 0.00 0.00 -129.60 481.08 -0.00 0.00 0.00 0.00 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 122.44 455.38 0.00 0.00 0.00 0.00 -122.44 455.38 -0.00 0.00 0.00 0.00 14 of 38 9 10 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 -778.29 378.27 0.00 0.00 0.00 0.00 778.29 378.27 -0.00 0.00 0.00 0.00 -1917.70 378.27 0.00 0.00 0.00 0.00 1917.70 378.27 -0.00 0.00 0.00 0.00 -536.98 455.38 0.00 0.00 0.00 0.00 536.98 455.38 -0.00 0.00 0.00 0.00 -558.49 378.27 0.00 0.00 0.00 0.00 558.49 378.27 -0.00 0.00 0.00 0.00 -1391.53 455.38 0.00 0.00 0.00 0.00 1391.53 455.38 -0.00 0.00 0.00 0.00 -818.66 226.96 0.00 0.00 0.00 0.00 818.66 226.96 -0.00 0.00 0.00 0.00 -1958.07 226.96 0.00 0.00 0.00 0.00 1958.07 226.96 -0.00 0.00 0.00 0.00 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 28.67 102.81 0.00 0.00 0.00 0.00 -28.67 102.81 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 0.00 879.22 -0.00 -0.00 0.00 0.00 0.00 -879.22 0.00 0.00 0.00 0.00 0.00 2018.63 -0.00 -0.00 0.00 0.00 0.00 -2018.63 0.00 0.00 0.00 0.00 0.00 129.60 481.08 0.00 0.00 0.00 0.00 -129.60 481.08 -0.00 0.00 0.00 0.00 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 122.44 455.38 0.00 0.00 0.00 0.00 -122.44 455.38 -0.00 0.00 0.00 0.00 100.93 378.27 0.00 0.00 0.00 0.00 -100.93 378.27 -0.00 0.00 0.00 0.00 980.15 378.27 -0.00 0.00 0.00 0.00 -980.15 378.27 0.00 0.00 0.00 0.00 2119.56 378.27 -0.00 0.00 0.00 0.00 -2119.56 376.27 0.00 0.00 0.00 0.00 781.85 455.38 -0.00 0.00 0.00 0.00 -781.85 455.38 0.00 0.00 0.00 0.00 760.35 378.27 -0.00 0.00 0.00 0.00 -760.35 378.27 0.00 0.00 0.00 0.00 1636.41 455.38 -0.00 0.00 0.00 0.00 -1636.41 455.38 0.00 0.00 0.00 0.00 939.78 226.96 -0.00 0.00 0.00 0.00 -939.78 226.96 0.00 0.00 0.00 0.00 2079.19 226.96 -0.00 0.00 0.00 0.00 -2079.19 226.96 0.00 0.00 0.00 0.00 153.20 455.58 0.00 0.00 -0.00 7271.72 -153.20 300.04 -0.00 0.00 0.00 0.00 43.51 127.98 0.00 0.00 -0.00 2065.60 -43.51 83.80 -0.00 0.00 0.00 0.00 -0.00 -0.00 -0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2099.20 -965.67 0.99 0.00 -92.71 -90289.91 2099.20 965.67 -0.99 0.00 0.00 0.00 2099.20 965.67 0.99 0.00 -92.71 90289.91 -2099.20 -965.67 -0.99 0.00 0.00 0.00 196.72 583.56 0.00 0.00 -0.00 9337.32 -196.72 383.83 -0.00 0.00 0.00 0.00 153.20 455.58 0.00 -0.00 -0.00 7271.72 -153.20 300.04 -0.00 0.00 0.00 0.00 185.84 551.57 0.00 0.00 -0.00 8820.92 -185.84 362.88 -0.00 0.00 0.00 0.00 153.20 455.58 0.00 -0.00 -0.00 7271.72 -153.20 300.04 -0.00 0.00 0.00 0.00 -1945.99 -510.09 0.99 0.00 -92.71 -83018.19 1945.99 1265.70 -0.99 0.00 0.00 0.00 2252.40 1421.25 0.99 0.00 -92.71 97561.63 15 of 38 7 -2252.40 -665.63 -0.99 0.00 0.00 0.00 12 6 -1388.56 -172.68 0.74 0.00 -69.53 -58896.52 7 1388.56 1087.13 -0.74 0.00 0.00 0.00 13 6 -1421.20 -268.67 0.74 0.00 -69.53 -60445.71 7 1421.20 1024.29 -0.74 0.00 0.00 0.00 14 6 1760.23 1275.82 0.74 0.00 -69.53 76538.35 7 -1760.23 -361.37 -0.74 0.00 0.00 0.00 15 6 -2007.28 -692.32 0.99 0.00 -92.71 -85926.88 7 2007.28 1145.69 -0.99 0.00 0.00 0.00 16 6 2191.12 1239.02 0.99 0.00 -92.71 94652.94 7 -2191.12 -785.65 -0.99 0.00 0.00 0.00 11 1 7 153.20 300.04 0.00 0.00 0.00 0.00 8 -153.20 455.58 -0.00 -0.00 -0.00 -7271.72 2 7 43.51 83.80 0.00 0.00 0.00 0.00 8 -43.51 127.98 -0.00 -0.00 -0.00 -2065.60 3 7 -0.00 0.00 -0.00 0.00 0.00 0.00 8 0.00 -0.00 0.00 0.00 0.00 0.00 4 7 2099.20 -965.67 -0.99 0.00 0.00 0.00 8 -2099.20 965.67 0.99 0.00 92.71 -90289.91 5 7 -2099.20 965.67 -0.99 0.00 0.00 0.00 8 2099.20 -965.67 0.99 0.00 92.71 90289.91 6 7 196.72 383.83 0.00 0.00 0.00 0.00 8 -196.72 583.56 -0.00 -0.00 -0.00 -9337.32 7 7 153.20 300.04 0.00 0.00 0.00 0.00 8 -153.20 455.58 -0.00 -0.00 -0.00 -7271.72 8 7 185.84 362.88 0.00 0.00 0.00 0.00 8 -185.84 551.57 -0.00 -0.00 -0.00 -8820.92 9 7 153.20 300.04 0.00 0.00 0.00 0.00 8 -153.20 455.58 -0.00 -0.00 -0.00 -7271.72 10 7 2252.40 -665.63 -0.99 0.00 0.00 0.00 8 -2252.40 1421.25 0.99 0.00 92.71 -97561.63 11 7 -1945.99 1265.70 -0.99 0.00 0.00 0.00 8 1945.99 -510.09 0.99 0.00 92.71 83018.19 12 7 1760.23 -361.37 -0.74 0.00 0.00 0.00 8 -1760.23 1275.82 0.74 0.00 69.53 -76538.35 13 7 1727.60 -424.21 -0.74 0.00 0.00 0.00 8 -1727.60 1179.83 0.74 0.00 69.53 -74989.16 14 7 -1388.56 1087.13 -0.74 0.00 0.00 0.00 8 1388.56 -172.68 0.74 0.00 69.53 58896.52 15 7 2191.12 -785.65 -0.99 0.00 0.00 0.00 8 -2191.12 1239.02 0.99 0.00 92.71 -94652.94 16 7 -2007.28 1145.69 -0.99 0.00 0.00 0.00 8 2007.28 -692.32 0.99 0.00 92.71 85926.88 12 1 9 48.66 337.08 0.00 -0.00 -0.00 4647.29 7 -48.66 418.54 -0.00 0.00 0.00 -8455.28 2 9 13.83 94.34 -0.00 0.00 0.00 1320.50 7 -13.83 117.44 0.00 -0.00 0.00 -2400.52 3 9 -0.00 -0.00 0.00 -0.00 -0.00 -0.00 7 0.00 0.00 -0.00 0.00 -0.00 -0.00 4 9 416.88 -1733.46 1.17 -6.49 -49.21 -91574.69 7 -416.88 1733.46 -1.17 6.49 -60.46 -70504.33 5 9 416.88 -1733.46 -1.17 6.49 49.21 -91574.69 7 -416.88 1733.46 1.17 -6.49 60.46 -70504.33 6 9 62.49 431.42 -0.00 0.00 0.00 5967.79 7 -62.49 535.98 0.00 -0.00 0.00 -10855.80 7 9 48.66 337.08 0.00 -0.00 -0.00 4647.29 7 -48.66 418.54 -0.00 0.00 0.00 -8455.28 8 9 59.04 407.83 -0.00 0.00 0.00 5637.66 7 -59.04 506.62 0.00 -0.00 0.00 -10255.67 9 9 48.66 337.08 0.00 -0.00 -0.00 4647.29 7 -48.66 418.54 -0.00 0.00 0.00 -8455.28 10 9 465.54 -1396.38 1.17 -6.49 -49.21 -86927.40 7 -465.54 2152.00 -1.17 6.49 -60.46 -78959.61 11 9 465.54 -1396.38 -1.17 6.49 49.21 -86927.40 7 -465.54 2152.00 1.17 -6.49 60.46 -78959.61 12 9 371.70 -892.26 0.88 -4.87 -36.91 -63043.35 7 -371.70 1806.71 -0.88 4.87 -45.34 -63133.92 13 9 361.32 -963.02 0.88 -4.87 -36.91 -64033.73 7 -361.32 1718.63 -0.88 4.87 -45.34 -61333.53 16 of 38 14 9 371.70 -892.26 -0.88 4.87 36.91 -63043.35 7 -371.70 1806.71 0.98 -4.87 45.34 -63133.92 15 9 446.08 -1531.22 1.17 -6.49 -49.21 -88786.31 7 -446.08 1984.59 -1.17 6.49 -60.46 -75577.50 16 9 446.08 -1531.22 -1.17 6.49 49.21 -88786.31 7 -446.08 1984.59 1.17 -6.49 60.46 -75577.50 13 1 7 48.66 418.54 0.00 0.00 -0.00 8455.28 10 -48.66 337.08 -0.00 -0.00 -0.00 -4647.29 2 7 13.83 117.44 0.00 -0.00 -0.00 2400.52 10 -13.83 94.34 -0.00 0.00 -0.00 -1320.50 3 7 -0.00 0.00 -0.00 -0.00 0.00 0.00 10 0.00 -0.00 0.00 0.00 0.00 0.00 4 7 -416.88 -1733.46 -1.17 6.49 60.46 -70504.33 10 416.88 1733.46 1.17 -6.49 49.21 -91574.69 5 7 -416.88 -1733.46 1.17 -6.49 -60.46 -70504.33 10 416.88 1733.46 -1.17 6.49 -49.21 -91574.69 6 7 62.49 535.98 0.00 -0.00 -0.00 10055.80 10 -62.49 431.42 -0.00 0.00 -0.00 -5967.79 7 7 48.66 418.54 0.00 0.00 -0.00 8455.28 10 -48.66 337.08 -0.00 -0.00 -0.00 -4647.29 8 7 59.04 506.62 0.00 -0.00 -0.00 10255.67 10 -59.04 407.83 -0.00 0.00 -0.00 -5637.66 9 7 48.66 418.54 0.00 0.00 -0.00 8455.28 10 -48.66 337.08 -0.00 -0.00 -0.00 -4647.29 10 7 -368.22 -1314.93 -1.17 6.49 60.46 -62049.05 10 368.22 2070.55 1.17 -6.49 49.21 -96221.97 11 7 -368.22 -1314.93 1.17 -6.49 -60.46 -62049.05 10 368.22 2070.55 -1.17 6.49 -49.21 -96221.97 12 7 -253.63 -793.48 -0.88 4.87 45.34 -42622.57 10 253.63 1707.93 0.88 -4.87 36.91 -74318.67 13 7 -264.00 -881.56 -0.88 4.87 45.34 -44422.96 10 264.00 1637.18 0.88 -4.87 36.91 -73328.30 14 7 -253.63 -793.48 0.88 -4.87 -45.34 -42622.57 10 253.63 1707.93 -0.88 4.87 -36.91 -74318.67 15 7 -387.69 -1482.34 -1.17 6.49 60.46 -65431.16 10 387.69 1935.71 1.17 -6.49 49.21 -94363.06 16 7 -387.69 -1482.34 1.17 -6.49 -60.46 -65431.16 10 387.69 1935.71 -1.17 6.49 -49.21 -94363.06 89. ALUMINUM TARE OFF ALL PROFILE ST 6SQX.250WALL ST I7X5.80 90. FINISH LENGTH(INCH) 160.00 902.92 TOTAL - WEIGHT(POUN) 90.160 436.235 526.395 STRUCTURAL ANALYSIS RUN WITH WIND AT45 DEGREES 1. STAAD SPACE ALUMINUM SOPORTE DE EQUIPO INPUT FILE: C:\Users\ydiaz.SOPELCA\Desktop\CALCULOS DE CONSTANTINO\nuevo plataforma 04-06- 2020\CORRIDA.. .STD 2. START JOB INFORMATION 3. ENGINEER DATE 22-JUL-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT INCHES POUND 7. JOINT COORDINATES 8. 1 93.5 5 0; 2 0 0 0; 3 187 0 0; 4 93.5 0 -93.5; 5 93.5 0 93.5; 6 0 33 0 9. 7 93.5 33 0; 8 187 33 0; 9 93.5 33 -93.5; 10 93.5 33 93.5 10. MEMBER INCIDENCES 11. 1 7 1; 2 6 2; 3 8 3; 4 9 4; 5 10 5; 6 6 9; 7 10 8; 8 9 8; 9 6 10; 10 6 7 12. 11 7 8; 12 9 7; 13 7 10 13. DEFINE MATERIAL START 14. ISOTROPIC ALUMINUM 17 of 38 15. E 1E+007 16. POISSON 0.33 17. DENSITY 0.098 18. ALPHA 2.3E-005 19. DAMP 0.03 20. END DEFINE MATERIAL 21. MEMBER PROPERTY ALUMINUM 22. 1 TABLE ST 6SQX.250WALL 23. 2 TO 5 TABLE ST 6SQX.250WALL 24. 6 TO 13 TABLE ST I7X5.80 25. * SISTE14A DE APOYO AL TECHO 6X6X1/2 26. CONSTANTS 27. MATERIAL ALUMINUM ALL 28. MEMBER RELEASE 29. 6 TO 9 11 START MX MY MZ 30. 6 TO 10 END MX MY MZ 31. SUPPORTS 32. 2 TO 5 FIXED 33. 1 PINNED 34. LOAD 1 LOADTYPE DEAD TITLE DEAD LOAD D EQUIPMENT SELFWEIGHT 35. SELEWEIGHT Y -1.1 36. MEMBER LOAD 37. 6 TO 9 LIN Y 0 0 -10.38 38. 10 TO 13 LIN Y 0 0 -15.1 39. LOAD 2 LOADTYPE LIVE TITLE LIVE LOAD L 40. * LIVE LOAD 30% OF DEATH LOAD 41. MEMBER LOAD 42. 6 TO 9 LIN Y 0 0 -3.11 43. 10 TO 13 LIN Y 0 0 -4.53 44. LOAD 3 LOADTYPE LIVE TITLE RAIN LOAD R 45. MEMBER LOAD 46. 1 UNI GY 0.001 47. LOAD 4 LOADTYPE WIND TITLE WX VIENTO EN X PZ=0.429 LB/IN2 (61.776 PEP) 48. MEMBER LOAD 49. * WIND ON COLUMNS 50. 1 TO 5 UNI GX 2.57 51. * WIND ON THE EQUIPMENT 52. JOINT LOAD 53. 6 TO 10 FX 1238 54. 6 TO 10 MZ-130651 55. LOAD 5 LOADTYPE WIND TITLE WIND IN Z PZ=0.429 LB/IN2 (61.776 PSF) 56. MEMBER LOAD 57. * WIND ON COLUMNS 58. 1 TO 5 UNI GZ 2.57 59. JOINT LOAD 60. * WIND ON THE EQUIPMENT 61. 6 TO 10 FZ 1238 62. 6 TO 10 MX 130651 63. LOAD COMB 6 COMBINATION 2 (D + L) 64. 1 1.0 2 1.0 65. LOAD COMB 7 COMBINATION 3 (D + R) 66. 1 1.0 3 1.0 67. LOAD COMB 8 COMBINATION 4 LOAD (D + 0.75 L) 68. 1 1.0 2 0.75 69. LOAD COMB 9 COMBINATION 4 LOAD (D + 0.75 L + 0.75 R ) 70. 1 1.0 3 0.75 71. LOAD COMB 10 COMBINATION 5 (D + 0.6WX) 72. 1 1.0 4 1.0 73. LOAD COMB 11 COMBINATION 5 (D + 0.6WZ) 74. 1 1.0 5 1.0 75. LOAD COMB 12 COMBINATION 6A.(D + 0.75L + 0.75(0.6WX) 76. 1 1.0 2 0.75 4 0.75 77. LOAD COMB 13 COMBINATION 6A.(D + 0.75(0.6WX) + 0.75 LR 78. 1 1.0 4 0.75 3 0.75 79. LOAD COMB 14 COMBINATION 6A.(D + 0.75L + 0.75(0.6WZ) + 0.75 LR 80. 1 1.0 2 0.75 5 0.75 3 0.75 81. LOAD COMB 15 COMBINATION 7 (0.6D + 0.6WX) 82. 1 0.6 4 1.0 83. LOAD COMB 16 COMBINATION 7 (0.6D + 0.6WZ) 84. 1 0.6 5 1.0 85. PERFORM ANALYSIS 18 of 38 P R O B L E M S T A T I S T I C S NUMBER OF JOINTS 10 NUMBER OF MEMBERS 13 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 5 SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER ORIGINAL/FINAL BAND -WIDTH= TOTAL PRIMARY LOAD CASES = TOTAL LOAD COMBINATION CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE _ 86. CHECK CODE ALL 6/ 4/ 30 DOF 5, TOTAL DEGREES OF FREEDOM = 11 SO FAR. 1 DOUBLE KILO -WORDS 12.0/ 764364.2 MB ALL UNITS ARE - POUN INCH (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION WARNING THE VALUE OF E FOR MEMBER 1 DOES NOT SEEM RIGHT. 1 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.531 10 1437.14 C 0.00-130669.37 0.00 WARNING THE VALUE OF E FOR MEMBER 2 DOES NOT SEEM RIGHT. 2 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H2-1 0.729 4 1365.66 T 0.00-180782.97 33.00 WARNING THE VALUE OF E FOR MEMBER 3 DOES NOT SEEM RIGHT. 3 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- HI-3 0.750 10 2598.24 C 0.00-183277.25 33.00 WARNING THE VALUE OF E FOR MEMBER 4 DOES NOT SEEM RIGHT. 4 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.554 10 1114.08 C-1668.85-135349.58 33.00 WARNING THE VALUE OF E FOR MEMBER 5 DOES NOT SEEM RIGHT. 5 ST 6SQX.250WALL (ALUMINUM SECTIONS) PASS AISC- H1-3 0.554 10 1114.08 C 1668.85-135349.58 33.00 WARNING THE VALUE OF E FOR MEMBER 6 DOES NOT SEEM RIGHT. 6 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1 0.087 14 1414.38 T 0.00-19684.17 66.11 WARNING THE VALUE OF E FOR MEMBER 7 DOES NOT SEEM RIGHT. 7 ST 27X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.188 11 2150.02 C 0.00-16285.62 66.11 WARNING THE VALUE OF E FOR MEMBER 8 DOES NOT SEEM RIGHT. 8 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.117 12 726.70 C 0.00-19684.17 66.11 WARNING THE VALUE OF E FOR MEMBER 9 DOES NOT SEEM RIGHT. 9 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.188 11 2150.02 C 0.00-16285.62 66.11 WARNING THE VALUE OF E FOR MEMBER 10 DOES NOT SEEM RIGHT. 10 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1, 0.508 4 2968.71 T 0.00-127689.23 0.00 WARNING THE VALUE OF E FOR MEMBER 11 DOES NOT SEEM RIGHT. 11 ST I7X5.80 (ALUMINUM SECTIONS) 33 19 of 38 PASS AISC- HI-3 0.600 10 3121.91 C 0.00 134960.94 93.50 WARNING THE VALUE OF E FOR MEMBER 12 DOES NOT SEEM RIGHT. 12 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H1-3 0.505 5 589.56 C 0.00-129506.17 0.00 WARNING THE VALUE OF E FOR MEMBER 13 DOES NOT SEEM RIGHT. 13 ST I7X5.80 (ALUMINUM SECTIONS) PASS AISC- H2-1 0.510 11 540.90 T 0.00 134153.45 93.50 87. PRINT MEMBER FORCES ALL MEMBER END FORCES STRUCTURE TYPE = SPACE ----------------- ALL UNITS ARE -- POUN INCH (LOCAL ) MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 7 1437.14 -0.00 0.00 0.00 -0.00 -0.00 1-1454.50 0.00 -0.00 -0.00 -0.00 -0.00 2 7 402.47 -0.00 0.00 -0.00 -0.00 -0.00 1-402.47 0.00 -0.00 0.00 -0.00 0.00 3 7 0.00 -0.00 -0.00 0.00 0.00 -0.00 1 0.03 0.00 0.00 0.00 0.00 -0.00 4 7 0.00-4702.74 0.00 0.00 -0.00-130669.37 1 -0.00 4630.78 -0.00 0.00 0.00 0.00 5 7 -0.00 -0.00 2419.93 0.00-68765.37 -0.00 1 0.00 0.00-2491.89 0.00 -0.00 0.00 6 7 1839.61 -0.00 0.00 0.00 -0.00 -0.00 1-1856.97 0.00 -0.00 -0.00 -0.00 -0.00 7 7 1437.14 -0.00 0.00 0.00 -0.00 -0.00 1-1454.47 0.00 -0.00 -0.00 -0.00 -0.00 8 7 1739.00 -0.00 0.00 0.00 -0.00 -0.00 1-1756.35 0.00 -0.00 -0.00 -0.00 -0.00 9 7 1437.14 -0.00 0.00 0.00 -0.00 -0.00 1-1454.48 0.00 -0.00 -0.00 -0.00 -0.00 10 7 1437.14-4702.74 0.00 0.00 -0.00-130669.37 1-1454.50 4630.78 -0.00 -0.00 -0.00 0.00 11 7 1437.14 -0.00 2419.93 0.00-68765.37 -0.00 1-1454.50 0.00-2491.89 -0.00 -0.00 -0.00 12 7 1739.00-3527.06 0.00 0.00 -0.00-98002.02 1-1756.35 3473.09 -0.00 -0.00 -0.00 0.00 13 7 1437.14-3527.06 0.00 0.00 -0.00-98002.02 1-1454.48 3473.09 -0.00 -0.00 -0.00 0.00 14 7 1739.00 -0.00 1814.94 0.00-51574.02 -0.00 1-1756.33 0.00-1868.91 -0.00 -0.00 -0.00 15 7 862.28-4702.74 0.00 0.00 -0.00-130669.37 1-872.70 4630.78 -0.00 -0.00 -0.00 0.00 16 7 862.28 -0.00 2419.93 0.00-68765.37 -0.00 1-872.70 0.00-2491.89 -0.00 -0.00 -0.00 2 1 6 1212.12-295.94 0.00 0.00 0.00-7271.72 2-1232,58 295.94 -0.00 -0.00 -0.00-2494.29 2 6 333.60 -84.06 0.00 -0.00 0.00-2065.59 2-333.60 84.06 -0.00 0.00 -0.00-708.53 3 6 -0.00 0.00 -0.00 0.00 0.00 0.00 2 0.00 -0.00 0.00 -0.00 0.00 0.00 4 6-1365.66 5346.12 -0.00 0.00 -0.00-2961.76 2 1365.66-5430.93 0.00 -0.00 0.00 180782.97 5 6 -0.00 0.00-1661.25-131.11 130650.99 0.00 2 0.00 -0.00 1576.44 131.11-77229.04 0.00 6 6 1545.72-380.00 0.00 0.00 0.00-9337.31 2-1566.17 380.00 -0.00 -0.00 -0.00-3202.82 7 6 1212.12-295.94 0.00 0.00 0.00-7271.72 2-1232.58 295.94 -0.00 -0.00 -0.00-2494.29 8 6 1462.32-358.99 0.00 0.00 0.00-8820.91 2-1482.77 358.99 -0.00 -0.00 -0.00-3025.69 9 6 1212.12-295.94 0.00 0.00 0.00-7271.72 2-1232.58 295.94 -0.00 -0.00 -0.00-2494.29 20 of 38 10 6 -153.54 5050.18 0.00 0.00 0.00 -10233.48 2 133.08 -5134.99 -0.00 -0.00 -0.00 178288.67 11 6 1212.12 -295.94 -1661.25 -131.11 130650.99 -7271.72 2 -1232.58 295.94 1576.44 131.11 -77229.04 -2494.29 12 6 438.07 3650.60 0.00 0.00 0.00 -11042.23 2 -458.53 -3714.21 -0.00 -0.00 -0.00 132561.55 13 6 187.88 3713.65 0.00 0.00 0.00 -9493.04 2 -208.33 -3777.26 -0.00 -0.00 -0.00 133092.94 14 6 1462.32 -358.99 -1245.94 -98.33 97988.24 -8820.91 2 -1482.77 358.99 1182.33 98.33 -57921.78 -3025.69 15 6 -638.39 5168.55 0.00 0.00 0.00 -7324.79 2 626.11 -5253.36 -0.00 -0.00 -0.00 179286.39 16 6 727.27 -177.56 -1661.25 -131.11 130650.99 -4363.03 2 -739.55 177.56 1576.44 131.11 -77229.04 -1496.57 1 8 1212.12 295.94 0.00 0.00 -0.00 7271.72 3 -1232.58 -295.94 -0.00 -0.00 -0.00 2494.29 2 8 333.60 84.06 0.00 -0.00 0.00 2065.59 3 -333.60 -84.06 -0.00 0.00 -0.00 708.53 3 8 -0.00 -0.00 -0.00 0.00 -0.00 -0.00 3 0.00 0.00 0.00 -0.00 0.00 -0.00 4 8 1365.66 5346.12 0.00 0.00 -0.00 -2961.76 3 -1365.66 -5430.93 -0.00 -0.00 -0.00 180782.97 5 8 0.00 0.00 -1661.25 131.11 130650.99 0.00 3 -0.00 -0.00 1576.44 -131.11 -77229.04 0.00 6 8 1545.72 360.00 0.00 0.00 0.00 9337.31 3 -1566.17 -380.00 -0.00 -0.00 -0.00 3202.82 7 8 1212.12 295.94 0.00 0.00 -0.00 7271.72 3 -1232.58 -295.94 -0.00 -0.00 -0.00 2494.29 8 8 1462.32 358.99 0.00 0.00 0.00 8820.91 3 -1482.77 -358.99 -0.00 -0.00 -0.00 3025.69 9 8 1212.12 295.94 0.00 0.00 -0.00 7271.72 3 -1232.58 -295.94 -0.00 -0.00 -0.00 2494.29 10 8 2577.78 5642.06 0.00 0.00 -0.00 4309.95 3 -2598.24 -5726.87 -0.00 -0.00 -0.00 183277.25 11 8 1212.12 295.94 -1661.25 131.11 130650.99 7271.72 3 -1232.58 -295.94 1576.44 -131.11 -77229.04 2494.29 12 8 2486.56 4368.57 0.00 0.00 -0.00 6599.59 3 -2507.02 -4432.18 -0.00 -0.00 -0.00 138612.91 13 8 2236.37 4305.53 0.00 0.00 -0.00 5050.39 3 -2256.82 -4369.13 -0.00 -0.00 -0.00 138081.52 14 8 1462.32 358.99 -1245.94 98.33 97988.24 8820.91 3 -1482.77 -358.99 1182.33 -98.33 -57921.78 3025.69 15 8 2092.93 5523.68 0.00 0.00 -0.00 1401.27 3 -2105.21 -5608.49 -0.00 -0.00 -0.00 182279.53 16 8 727.27 177.56 -1661.25 131.11 130650.99 4363.03 3 -739.55 -177.56 1576.44 -131.11 -77229.04 1496.57 1 9 1093.62 0.00 -191.40 0.00 4647.28 0.00 4 -1114.08 -0.00 191.40 -0.00 1668.85 0.00 2 9 299.95 0.00 -54.38 -0.00 1320.50 0.00 4 -299.95 -0.00 54.38 0.00 474.18 0.00 3 9 -0.00 0.00 0.00 -0.00 -0.00 0.00 4 0.00 -0.00 -0.00 0.00 -0.00 -0.00 4 9 -0.00 100.25 0.00 -69.60 -0.00 -130641.80 4 0.00 -185.07 -0.00 69.60 -0.00 135349.58 5 9 -2451.49 0.00 3546.29 -0.00 1144.82 -0.00 4 2451.49 -0.00 -3631.10 0.00-119571.73 0.00 6 9 1393.58 0.00 -245.78 -0.00 5967.78 0.00 4 -1414.03 -0.00 245.78 0.00 2143.03 0.00 7 9 1093.62 0.00 -191.40 0.00 4647.28 0.00 4 -1114.08 -0.00 191.40 -0.00 1668.85 0.00 8 9 1318.59 0.00 -232.19 -0.00 5637.66 0.00 4 -1339.04 -0.00 232.19 0.00 2024.48 0.00 9 9 1093.62 0.00 -191.40 0.00 4647.28 0.00 4 -1114.08 -0.00 191.40 -0.00 1668.85 0.00 10 9 1093.62 100.25 -191.40 -69.60 4647.28 -130641.80 4 -1114.08 -185.07 191.40 69.60 1668.85 135349.58 11 9 -1357.87 0.00 3354.89 -0.00 5792.10 -0.00 4 1337.41 -0.00 -3439.70 0.00-117902.88 0.00 12 9 1318.59 75.19 -232.19 -52.20 5637.66 -97981.35 21 of 38 4 -1339.04 -138.80 232.19 52.20 2024.48 101512.19 13 9 1093.62 75.19 -191.40 -52.20 4647.28 -97981.35 4 -1114.08 -138.80 191.40 52.20 1668.85 101512.19 14 9 -520.03 0.00 2427.53 -0.00 6496.27 0.00 4 499.57 -0.00 -2491.14 0.00 -87654.31 0.00 15 9 656.17 100.25 -114.84 -69.60 2788.37 -130641.80 4 -668.45 -185.07 114.84 69.60 1001.31 135349.58 16 9 -1795.32 0.00 3431.45 -0.00 3933.19 -0.00 4 1783.04 -0.00 -3516.26 0.00-118570.42 0.00 1 10 1093.62 -0.00 191.40 0.00 -4647.28 -0.00 5 -1114.08 0.00 -191.40 0.00 -1668.85 0.00 2 10 299.95 0.00 54.38 0.00 -1320.50 0.00 5 -299.95 -0.00 -54.38 -0.00 -474.18 0.00 3 10 -0.00 0.00 -0.00 -0.00 0.00 0.00 5 0.00 -0.00 0.00 0.00 0.00 -0.00 4 10 0.00 100.25 0.00 69.60 -0.00 -130641.80 5 -0.00 -185.07 -0.00 -69.60 -0.00 135349.58 5 10 2451.49 0.00 3546.29 -0.00 1144.82 0.00 5 -2451.49 -0.00 -3631.10 0.00-119571.73 0.00 6 10 1393.58 0.00 245.78 0.00 -5967.78 0.00 5 -1414.03 -0.00 -245.78 -0.00 -2143.03 0.00 7 10 1093.62 -0.00 191.40 -0.00 -4647.28 -0.00 5 -1114.08 0.00 -191.40 0.00 -1668.85 0.00 8 10 1318.59 0.00 232.19 0.00 -5637.66 0.00 5 -1339.04 -0.00 -232.19 -0.00 -2024.48 0.00 9 10 1093.62 -0.00 191.40 -0.00 -4647.28 -0.00 5 -1114.08 0.00 -191.40 0.00 -1668.85 0.00 10 10 1093.62 100.25 191.40 69.60 -4647.28 -130641.80 5 -1114.08 -185.07 -191.40 -69.60 -1666.85 135349.58 11 10 3545.11 0.00 3737.69 -0.00 -3502.47 -0.00 5 -3565.57 -0.00 -3822.50 0.00-121240.57 0.00 12 10 1318.59 75.19 232.19 52.20 -5637.66 -97981.35 5 -1339.04 -138.80 -232.19 -52.20 -2024.48 101512.19 13 10 1093.62 75.19 191.40 52.20 -4647.28 -97981.35 5 -1114.08 -138.80 -191.40 -52.20 -1666.85 101512.19 14 10 3157.21 0.00 2891.90 0.00 -4779.04 0.00 5 -3177.66 -0.00 -2955.51 -0.00 -91703.28 0.00 15 10 656.17 100.25 114.84 69.60 -2788.37 -130641.80 5 -668.45 -185.07 -114.84 -69.60 -1001.31 135349.58 16 10 3107.66 0.00 3661.13 -0.00 -1643.55 -0.00 5 -3119.94 -0.00 -3745.94 0.00-120573.03 0.00 1 6 100.93 378.27 -0.00 0.00 0.00 0.00 9 -100.93 378.27 0.00 0.00 0.00 0.00 2 6 28.67 102.81 -0.00 0.00 0.00 0.00 9 -28.67 102.81 0.00 0.00 0.00 0.00 3 6 -0.00 0.00 -0.00 0.00 0.00 0.00 9 0.00 -0.00 0.00 0.00 0.00 0.00 4 6 -805.68 -0.00 0.00 0.00 .0.00 0.00 9 805.68 0.00 -0.00 0.00 0.00 0.00 5 6 -2049.09 0.00 -0.00 0.00 0.00 0.00 9 2049.09 -0.00 0.00 0.00 0.00 0.00 6 6 129.60 481.08 -0.00 0.00 0.00 0.00 9 -129.60 481.08 0.00 0.00 0.00 0.00 7 6 100.93 378.27 -0.00 0.00 0.00 0.00 9 -100.93 378.27 0.00 0.00 0.00 0.00 8 6 122.44 455.38 -0.00 0.00 0.00 0.00 9 -122.44 455.38 0.00 0.00 0.00 0.00 9 6 100.93 378.27 -0.00 0.00 0.00 0.00 9 -100.93 378.27 0.00 0.00 0.00 0.00 10 6 -704.75 378.27 0.00 0.00 0.00 0.00 9 704.75 378.27 -0.00 0.00 0.00 0.00 11 6 -1948.16 378.27 -0.00 0.00 0.00 0.00 9 1948.16 378.27 0.00 0.00 0.00 0.00 12 6 -481.82 455.38 0.00 0.00 0.00 0.00 9 481.82 455.38 -0.00 0.00 0.00 0.00 13 6 -503.33 378.27 0.00 0.00 0.00 0.00 9 503.33 378.27 -0.00 0.00 0.00 0.00 14 6 -1414.38 455.38 -0.00 0.00 0.00 0.00 9 1414.38 455.38 0.00 0.00 0.00 0.00 22 of 38 7 8 9 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 30 11 12 13 14 15 16 1 6-745.12 226.96 0.00 0.00 0.00 0.00 9 745.12 226.96 -0.00 0.00 0.00 0.00 6-1988.53 226.96 -0.00 0.00 0.00 0.00 9 1988.53 226.96 0.00 0.00 0.00 0.00 0 100.93 378.27 -0.00 0.00 0.00 0.00 8-100.93 378.27 0.00 0.00 0.00 0.00 0 28.67 102.81 -0.00 0.00 0.00 0.00 8 -28.67 102.81 0.00 0.00 0.00 0.00 0 -0.00 -0.00 -0.00 0.00 0.00 0.00 8 0.00 0.00 0.00 0.00 0.00 0.00 0 805.68 -0.00 -0.00 0.00 0.00 0.00 8-805.68 0.00 0.00 0.00 0.00 0.00 0 2049.09 0.00 0.00 0.00 0.00 0.00 8-2049.09 -0.00 -0.00 0.00 0.00 0.00 0 129.60 481.08 -0.00 0.00 0.00 0.00 8-129.60 481.08 0.00 0.00 0.00 0.00 0 100.93 378.27 -0.00 0.00 0.00 0.00 8-100.93 378.27 0.00 0.00 0.00 0.00 0 122.44 455.38 -0.00 0.00 0.00 0.00 8-122.44 455.38 0.00 0.00 0.00 0.00 0 100.93 378.27 -0.00 0.00 0.00 0.00 8-100.93 378.27 0.00 0.00 0.00 0.00 0 906.61 378.27 -0.00 0.00 0.00 0.00 8-906.61 378.27 0.00 0.00 0.00 0.00 0 2150.02 376.27 0.00 0.00 0.00 0.00 8-2150.02 378.27 -0.00 0.00 0.00 0.00 0 726.70 455.38 -0.00 0.00 0.00 0.00 8-726.70 455.38 0.00 0.00 0.00 0.00 0 705.19 378.27 -0.00 0.00 0.00 0.00 8-705.19 378.27 0.00 0.00 0.00 0.00 0 1659.25 455.38 0.00 0.00 0.00 0.00 8-1659.25 455.38 -0.00 0.00 0.00 0.00 0 866.24 226.96 -0.00 0.00 0.00 0.00 8-866.24 226.96 0.00 0.00 0.00 0.00 0 2109.65 226.96 0.00 0.00 0.00 0.00 8-2109.65 226.96 -0.00 0.00 0.00 0.00 9 100.93 378.27 0.00 0.00 0.00 0.00 8-100.93 378.27 -0.00 0.00 0.00 0.00 9 28.67 102.81 0.00 0.00 0.00 0.00 8 -28.67 102.81 -0.00 0.00 0.00 0.00 9 -0.00 -0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 -0.00 0.00 0.00 0.00 9 805.68 -0.00 0.00 0.00 0.00 0.00 8-805.68 0.00 -0.00 0.00 0.00 0.00 9-2049.09 -0.00 0.00 0.00 0.00 0.00 B 2049.09 0.00 -0.00 0.00 0.00 0.00 9 129.60 481.08 0.00 0.00 0.00 0.00 8-129.60 481.08 -0.00 0.00 0.00 0.00 9 100.93 378.27 0.00 0.00 0.00 0.00 B-100.93 378.27 -0.00 0.00 0.00 0.00 9 122.44 455.38 0.00 0.00 0.00 0.00 B-122.44 455.38 -0.00 0.00 0.00 0.00 9 100.93 378.27 0.00 0.00 0.00 0.00 B-100.93 378.27 -0.00 0.00 0.00 0.00 9 906.61 378.27 0.00 0.00 0.00 0.00 B-906.61 378.27 -0.00 0.00 0.00 0.00 9-1948.16 378.27 0.00 0.00 0.00 0.00 8 1948.16 378.27 -0.00 0.00 0.00 0.00 9 726.70 455.38 0.00 0.00 0.00 0.00 B-726.70 455.38 -0.00 0.00 0.00 0.00 9 705.19 378.27 0.00 0.00 0.00 0.00 B-705.19 378.27 -0.00 0.00 0.00 0.00 9-1414.38 455.38 0.00 0.00 0.00 0.00 8 1414.38 455.38 -0.00 0.00 0.00 0.00 9 866.24 226.96 0.00 0.00 0.00 0.00 B-866.24 226.96 -0.00 0.00 0.00 0.00 9-1988.53 226.96 0.00 0.00 0.00 0.00 B 1988.53 226.96 -0.00 0.00 0.00 0.00 6 100.93 378.27 0.00 0.00 0.00 0.00 23 of 38 10 -100.93 378.27 -0.00 0.00 0.00 0.00 2 6 28.67 102.81 0.00 0.00 0.00 0.00 10 -28.67 102.81 -0.00 0.00 0.00 0.00 3 6 -0.00 0.00 0.00 0.00 0.00 0.00 10 0.00 -0.00 -0.00 0.00 0.00 0.00 4 6 -805.68 -0.00 -0.00 0.00 0.00 0.00 10 805.68 0.00 0.00 0.00 0.00 0.00 5 6 2049.09 -0.00 -0.00 0.00 0.00 0.00 10 -2049.09 0.00 0.00 0.00 0.00 0.00 6 6 129.60 481.08 0.00 0.00 0.00 0.00 10 -129.60 481.08 -0.00 0.00 0.00 0.00 7 6 100.93 378.27 0.00 0.00 0.00 0.00 10 -100.93 378.27 -0.00 0.00 0.00 0.00 8 6 122.44 455.38 0.00 0.00 0.00 0.00 10 -122.44 455.38 -0.00 0.00 0.00 0.00 9 6 100.93 378.27 0.00 0.00 0.00 0.00 10 -100.93 378.27 -0.00 0.00 0.00 0.00 10 6 -704.75 378.27 -0.00 0.00 0.00 0.00 10 704.75 378.27 0.00 0.00 0.00 0.00 11 6 2150.02 378.27 -0.00 0.00 0.00 0.00 10 -2150.02 378.27 0.00 0.00 0.00 0.00 12 6 -481.82 455.38 -0.00 0.00 0.00 0.00 10 481.82 455.38 0.00 0.00 0.00 0.00 13 6 -503.33 378.27 -0.00 0.00 0.00 0.00 10 503.33 378.27 0.00 0.00 0.00 0.00 14 6 1659.25 455.38 -0.00 0.00 0.00 0.00 10 -1659.25 455.38 0.00 0.00 0.00 0.00 15 6 -745.12 226.96 -0.00 0.00 0.00 0.00 10 745.12 226.96 0.00 0.00 0.00 0.00 16 6 2109.65 226.96 -0.00 0.00 0.00 0.00 10 -2109.65 226.96 0.00 0.00 0.00 0.00 10 1 6 153.20 455.58 -0.00 0.00 0.00 7271.72 7 -153.20 300.04 0.00 0.00 0.00 0.00 2 6 43.51 127.98 -0.00 0.00 0.00 2065.59 7 -43.51 83.80 0.00 0.00 0.00 0.00 3 6 -0.00 -0.00 0.00 0.00 -0.00 -0.00 7 0.00 0.00 -0.00 0.00 0.00 0.00 4 6 -2968.71 -1365.66 -0.00 0.00 0.00 -127689.23 7 2968.71 1365.66 0.00 0.00 0.00 0.00 5 6 -0.00 -0.00 1.40 0.00 -131.11 -0.00 7 0.00 0.00 -1.40 0.00 0.00 0.00 6 6 196.72 583.56 -0.00 0.00 0.00 9337.31 7 -196.72 383.83 0.00 0.00 0.00 0.00 7 6 153.20 455.58 -0.00 0.00 0.00 7271.72 7 -153.20 300.04 0.00 0.00 0.00 0.00 8 6 185.84 551.57 -0.00 0.00 0.00 8820.91 7 -185.84 362.88 0.00 0.00 0.00 0.00 9 6 153.20 455.58 -0.00 0.00 0.00 7271.72 7 -153.20 300.04 .0.00 0.00 0.00 0.00 10 6 -2815.51 -910.08 -0.00 0.00 0.00 -120417.52 7 2815.51 1665.70 0.00 0.00 0.00 0.00 11 6 153.20 455.58 1.40 0.00 -131.11 7271.72 7 -153.20 300.04 -1.40 0.00 0.00 0.00 12 6 -2040.70 -472.68 -0.00 0.00 0.00 -86946.01 7 2040.70 1387.13 0.00 0.00 0.00 0.00 13 6 -2073.33 -568.66 -0.00 0.00 0.00 -88495.21 7 2073.33 1324.28 0.00 0.00 0.00 0.00 14 6 185.84 551.57 1.05 0.00 -98.33 8820.91 7 -185.84 362.88 -1.05 0.00 0.00 0.00 15 6 -2876.79 -1092.31 -0.00 0.00 0.00 -123326.20 7 2876.79 1545.68 0.00 0.00 0.00 0.00 16 6 91.92 273.35 1.40 0.00 -131.11 4363.03 7 -91.92 180.02 -1.40 0.00 0.00 0.00 11 1 7 153.20 300.04 -0.00 0.00 0.00 0.00 8 -153.20 455.58 0.00 0.00 0.00 -7271.72 2 7 43.51 83.80 0.00 0.00 0.00 0.00 8 -43.51 127.98 -0.00 0.00 -0.00 -2065.59 3 7 -0.00 0.00 -0.00 0.00 0.00 0.00 8 0.00 -0.00 0.00 0.00 0.00 0.00 24 of 38 4 7 2968.71 -1365.66 -0.00 0.00 0.00 0.00 8 -2968.71 1365.66 0.00 0.00 0.00 -127689.23 5 7 -0.00 -0.00 -1.40 0.00 0.00 0.00 8 0.00 0.00 1.40 0.00 131.11 -0.00 6 7 196.72 383.83 -0.00 0.00 0.00 0.00 8 -196.72 583.56 0.00 0.00 0.00 -9337.31 7 7 153.20 300.04 -0.00 0.00 0.00 0.00 8 -153.20 455.58 0.00 0.00 0.00 -7271.72 8 7 185.84 362.88 -0.00 0.00 0.00 0.00 8 -185.84 551.57 0.00 0.00 0.00 -8820.91 9 7 153.20 300.04 -0.00 0.00 0.00 0.00 8 -153.20 455.58 0.00 0.00 0.00 -7271.72 10 7 3121.91 -1065.62 -0.00 0.00 0.00 0.00 8 -3121.91 1821.24 0.00 0.00 0.00 -134960.94 11 7 153.20 300.04 -1.40 0.00 0.00 0.00 8 -153.20 455.58 1.40 0.00 131.11 -7271.72 12 7 2412.37 -661.36 -0.00 0.00 0.00 0.00 8 -2412.37 1575.81 0.00 0.00 0.00 -104587.84 13 7 2379.74 -724.21 -0.00 0.00 0.00 0.00 8 -2379.74 1479.83 0.00 0.00 0.00 -103038.63 14 7 185.84 362.88 -1.05 0.00 0.00 0.00 8 -185.84 551.57 1.05 0.00 98.33 -8820.91 15 7 3060.63 -1185.64 -0.00 0.00 0.00 0.00 8 -3060.63 1639.01 0.00 0.00 0.00 -132052.27 16 7 91.92 180.02 -1.40 0.00 0.00 0.00 8 -91.92 273.35 1.40 0.00 131.11 -4363.03 12 1 9 48.66 337.08 -0.00 -0.00 0.00 4647.28 7 -48.66 418.54 0.00 0.00 -0.00 -8455.28 2 9 13.83 94.34 0.00 -0.00 -0.00 1320.50 7 -13.83 117.44 -0.00 0.00 -0.00 -2400.52 3 9 -0.00 -0.00 0.00 0.00 -0.00 -0.00 7 0.00 0.00 -0.00 -0.00 -0.00 -0.00 4 9 0.00 -0.00 1.66 -9.18 -69.60 -0.00 7 -0.00 0.00 -1.66 9.18 -85.50 -0.00 5 9 589.56 -2451.49 0.00 0.00 -0.00 -129506.17 7 -589.56 2451.49 -0.00 -0.00 -0.00 -99708.18 6 9 62.49 431.42 0.00 -0.00 -0.00 5967.78 7 -62.49 535.97 -0.00 0.00 -0.00 -10855.79 7 9 48.66 337.08 -0.00 -0.00 0.00 4647.28 7 -48.66 418.54 0.00 0.00 -0.00 -8455.28 8 9 59.04 407.83 0.00 -0.00 -0.00 5637.66 7 -59.04 506.62 -0.00 0.00 -0.00 -10255.67 9 9 48.66 337.08 -0.00 -0.00 0.00 4647.28 7 -48.66 418.54 0.00 0.00 -0.00 -8455.28 10 9 48.66 337.08 1.66 -9.18 -69.60 4647.28 7 -48.66 419.54 -1.66 9.18 -85.50 -8455.28 11 9 638.22 -2114.41 0.00 0.00 -0.00 -124858.89 7 -638.22 2870.03 -0.00 -0.00 -0.00 -108163.45 12 9 59.04 407.83 1.24 -6.89 -52.20 5637.66 7 -59.04 506.62 -1.24 6.89 -64.13 -10255.67 13 9 48.66 337.08 1.24 -6.89 -52.20 4647.28 7 -48.66 418.54 -1.24 6.89 -64.13 -8455.28 14 9 501.21 -1430.78 0.00 -0.00 -0.00 -91491.98 7 -501.21 2345.23 -0.00 0.00 -0.00 -85036.80 15 9 29.20 202.25 1.66 -9.18 -69.60 2788.37 7 -29.20 251.12 -1.66 9.18 -85.50 -5073.17 16 9 618.76 -2249.24 0.00 0.00 -0.00 -126717.80 7 -618.76 2702.61 -0.00 -0.00 -0.00 -104781.34 13 1 7 48.66 418.54 -0.00 0.00 0.00 8455.28 10 -48.66 337.08 0.00 -0.00 0.00 -4647.28 2 7 13.83 117.44 -0.00 0.00 0.00 2400.52 10 -13.83 94.34 0.00 -0.00 0.00 -1320.50 3 7 -0.00 0.00 -0.00 -0.00 0.00 0.00 10 0.00 -0.00 0.00 0.00 0.00 0.00 4 7 -0.00 -0.00 -1.66 9.18 85.50 -0.00 10 0.00 0.00 1.66 -9.18 69.60 -0.00 5 7 -589.56 -2451.49 0.00 0.00 0.00 -99708.18 10 589.56 2451.49 -0.00 -0.00 -0.00 -129506.17 6 7 62.49 535.97 -0.00 0.00 0.00 10855.79 25 of 38 10 -62.49 431.42 0.00 -0.00 0.00 -5967.78 7 7 48.66 418.54 -0.00 0.00 0.00 8455.28 10 -48.66 337.08 0.00 -0.00 0.00 -4647.28 8 7 59.04 506.62 -0.00 0.00 0.00 10255.67 10 -59.04 407.83 0.00 -0.00 0.00 -5637.66 9 7 48.66 418.54 -0.00 0.00 0.00 8455.28 10 -48.66 337.08 0.00 -0.00 0.00 -4647.28 10 7 48.66 418.54 -1.66 9.18 85.50 8455.28 10 -48.66 337.08 1.66 -9.18 69.60 -4647.28 11 7 -540.90 -2032.96 0.00 0.00 0.00 -91252.90 10 540.90 2788.57 -0.00 -0.00 -0.00 -134153.45 12 7 59.04 506.62 -1.24 6.89 64.13 10255.67 10 -59.04 407.83 1.24 -6.89 52.20 -5637.66 13 7 48.66 418.54 -1.24 6.89 64.13 8455.28 10 -48.66 337.08 1.24 -6.89 52.20 -4647.28 14 7 -383.14 -1332.00 -0.00 0.00 0.00 -64525.46 10 383.14 2246.45 0.00 -0.00 0.00 -102767.29 15 7 29.20 251.12 -1.66 9.18 85.50 5073.17 10 -29.20 202.25 1.66 -9.18 69.60 -27BB.37 16 7 -560.36 -2200.37 0.00 0.00 0.00 -94635.01 10 560.36 2653.74 -0.00 -0.00 -0.00 -132294.55 88. PRINT SUPPORTS REACTIONS ALL SUPPORT REACTIONS -UNIT POUN INCH STRUCTURE TYPE = SPACE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 2 1 295.94 1232.58 0.00 0.00 0.00-2494.29 2 84.06 333.60 0.00 0.00 0.00-708.53 3 -0.00 -0.00 0.00 0.00 0.00 0.00 4-5430.93-1365.66 0.00 0.00 0.00 180782.97 5 0.00 0.00 1576.44-77229.04-131.11 0.00 6 380.00 1566.17 0.00 0.00 0.00-3202.82 7 295.94 1232.58 0.00 0.00 0.00-2494.29 8 358.99 1482.77 0.00 0.00 0.00-3025.69 9 295.94 1232.58 0.00 0.00 0.00-2494.29 10-5134.99-133.08 0.00 0.00 0.00 178288.67 11 295.94 1232.58 1576.44-77229.04-131.11-2494.29 12-3714.21 458.53 0.00 0.00 0.00 132561.55 13-3777.26 208.33 0.00 0.00 0.00 133092.94 14 358.99 1482.77 1182.33-57921.78 -98.33-3025.69 15-5253,36-626.11 0.00 0.00 0.00 179286.39 16 177.56 739.55 1576.44-77229.04-131.11-1496.57 3 1-295.94 1232.58 0.00 0.00 0.00 2494.29 2 -84.06 333.60 0.00 0.00 0.00 708.53 3 0.00 -0.00 .0.00 0.00 0.00 -0.00 4-5430.93 1365.66 0.00 0.00 0.00 180782.97 5 0.00 0.00 1576.44-77229.04 131.11 0.00 6-380.00 1566.17 0.00 0.00 0.00 3202.82 7-295.94 1232.58 0.00 0.00 0.00 2494.29 8-358.99 1482.77 0.00 0.00 0.00 3025.69 9-295.94 1232.58 0.00 0.00 0.00 2494.29 10-5726.87 2598.24 0.00 0.00 0.00 183277.25 11-295.94 1232.58 1576.44-77229.04 131.11 2494.29 12-4432.18 2507.02 0.00 0.00 0.00 138612.91 13-4369.13 2256.82 0.00 0.00 0.00 138081.52 14-358.99 1482.77 1182.33-57921.78 98.33 3025.69 15-5606.49 2105.21 0.00 0.00 0.00 182279.53 16-177.56 739.55 1576.44-77229.04 131.11 1496.57 4 1 0.00 1114.08 191.40 1668.85 0.00 0.00 2 -0.00 299.95 54.38 474.18 -0.00 0.00 3 0.00 -0.00 -0.00 -0.00 0.00 0.00 4-185.07 0.00 0.00 0.00 -69.60 135349.58 5 0.00-2451.49-3631.10-119571.73 0.00 0.00 6 -0.00 1414.03 245.78 2143.03 -0.00 0.00 7 0.00 1114.08 191.40 1668.85 0.00 0.00 8 -0.00 1339.04 232.19 2024.48 -0.00 0.00 26 of 38 9 0.00 1114.08 191.40 1668.85 0.00 0.00 10 -165.07 1114.08 191.40 1668.85 -69.60 135349.58 11 0.00 -1337.41 -3439.70-117902.88 0.00 0.00 12 -138.80 1339.04 232.19 2024.48 -52.20 101512.19 13 -138.80 1114.08 191.40 1668.85 -52.20 101512.19 14 -0.00 -499.57 -2491.14 -87654.31 -0.00 0.00 15 -185.07 668.45 114.84 1001.31 -69.60 135349.58 16 0.00 -1783.04 -3516.26-118570.42 0.00 0.00 1 0.00 1114.08 -191.40 -1668.85 0.00 0.00 2 -0.00 299.95 -54.38 -474.18 0.00 0.00 3 0.00 -0.00 0.00 0.00 0.00 0.00 4 -185.07 0.00 0.00 0.00 69.60 135349.58 5 0.00 2451.49 -3631.10-119571.73 0.00 0.00 6 -0.00 1414.03 -245.78 -2143.03 0.00 0.00 7 0.00 1114.08 -191.40 -1668.85 0.00 0.00 8 -0.00 1339.04 -232.19 -2024.48 0.00 0.00 9 0.00 1114.08 -191.40 -1668.85 0.00 0.00 10 -185.07 1114.08 -191.40 -1668.85 69.60 135349.58 11 0.00 3565.57 -3822.50-121240.57 0.00 0.00 12 -138.80 1339.04 -232.19 -2024.48 52.20 101512.19 13 -138.80 1114.08 -191.40 -1668.85 52.20 101512.19 14 -0.00 3177.66 -2955.51 -91703.28 0.00 0.00 15 -185.07 668.45 -114.84 -1001.31 69.60 135349.58 16 0.00 3119.94 -3745.94-120573.03 0.00 0.00 1 0.00 1454.50 0.00 0.00 0.00 0.00 2 0.00 402.47 0.00 0.00 0.00 0.00 3 0.00 -0.03 0.00 0.00 0.00 0.00 4 4630.78 0.00 0.00 0.00 0.00 0.00 5 0.00 0.00 -2491.89 0.00 0.00 0.00 6 0.00 1856.97 0.00 0.00 0.00 0.00 7 0.00 1454.47 0.00 0.00 0.00 0.00 8 0.00 1756.35 0.00 0.00 0.00 0.00 9 0.00 1454.48 0.00 0.00 0.00 0.00 10 4630.78 1454.50 0.00 0.00 0.00 0.00 11 0.00 1454.50 -2491.89 0.00 0.00 0.00 12 3473.09 1756.35 0.00 0.00 0.00 0.00 13 3473.09 1454.48 0.00 0.00 0.00 0.00 14 0.00 1756.33 -1868.91 0.00 0.00 0.00 15 4630.78 872.70 0.00 0.00 0.00 0.00 16 0.00 872.70 -2491.89 0.00 0.00 0.00 89. ALUMINUM TAKE OFF ALL PROFILE LENGTH(INCH) WEIGHT(POUN) ST 6SOX.250WALL 160.00 90.160 ST I7X5.80 902.92 436.235 TOTAL = 526.395 90. FINISH 27 of 38 Alum. Plate Load Analysis & Design J b J Material Data: Fbplate 20000.0 psi Load Data: Mpost := 183267.0 Lbs-in d 15.0 in b := 16.0 in dI := 1.0 in Mpost TBolt ' 0.9 • d Mplate Teolt' di 4 ' MPlate tplate Fbplate' b J b J TBoIt = 1.358x 104 Lbs Mplate = 1.358x 104 Lbs-in tplate = 0.412 n❑ sing Alum. Plate PL1/2"x16'V6" 28 of 38 vnvw.hilti,us Profis Anchor 23.3 Company: Page: I Specifier. Project: Address: Sub -Project I Pos. No - Phone I Fax: I hale: 6/14/2020 [-Mail: Specifiers comments I Input data Anchor type and diameter. t Nadir Bait 3-CS1/2IS 1/4) antt : - EffectiveembedmentdeptIL ha,e=3.259 in. lb„ =3.563 in. Material: Carbon Steel Evaluation Service Report: ESR-2302 Issued I Vatd: 4/I/2010 j 12JI12013 Proof: Design method AM 31S-14 / MEch. Stand-off installation: ob= 0.000 in. (no stand-off);t a9211 in. Anchor plate: I, x Iv x t = IGAG in. x I6A00 in. x 0.500 1% (Recommended plate thickness: not calculated Profile: Square NSS (AISC): ([ x Wx P) = 6A00 in. x 6A00 in.x 0.250 in. Base material: uncracked concrete. 4000, f, a 4,000 psi: h = 420AD0 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B. shear. condition B no supplememal splitting reinforcement present edge reinforcement: none or a No.4 bar A -The anchor calculation is based an a rigid anchor plate assumption. GeammtrV [in.] 6 Leading Ch. Inlh] hpa doe W ioaihsmHbeahaded(magremrekwahtlnnisruq mi�lmnmdforpleushilin! 29 of 38 VAaFISLdmrlc)]aN-ZlpaevYiAGn-9194GInm Wti'varegaocdlmdmwivf Hao Ag.Sdami vrvrxlrMtlns Prv]]s Anchor 28.3 Company: Page: 2 Specifier. Project: Address Sub -Project I Pos. No -- Phone I Fax: Date: 6/9/2020 6-Mail: 2 Load case/Resulting anchor forces Load cdsa: Design loads Anchor reac0ons Uhl Tension force: (-Tension. -Compression) Anchor Tension force Shearforce Shearfareex Shearforeey I a 3.437 2894 4854 2 0 Z912 2894 325 3 0 3.B27 2894 2503 4 a 1.9B7 716 -LE54 5 a 2B03 719 Z503 a a 2392 -1.483 -1.054 7 a 1.499 -1.493 325 B 0 Z999 -1.4113 2503 max+ concrete compressive stain: -[%a] max. concrete compressive stress -[psi] resulting tension forte in (x/ H0.000/0.600): 0 Ohl resulting compression farce in (x/y)=(0.000/0.000): 0 [lb] Anchorforees as calculated based on the assumption of a rigid anchor plate. 3 Tension load v 06 7 OB 04 x 05 OI 02 03 Lead N„ Nb] Capacity 0 N. Nb] OWaanan Nx = N„/� N, Status Stand Strength' N/A N/A N/A N/A Pullout Strength' N/A N/A N/A N/A Concrete Breakout Strength" N/A N/A M/A N/A 'anchor having the highest loading -anchor group (archers in tension) eW dae=d mi5snuaea AeddlmugemmvwahnvviainamiEaim¢mdkrdm2JMl rxpFlsw�r(sszoos-taus wSiAGR-sesosd� wnra,�a�er��wmu.sa� 30 of 38 w Ililtins Prafis Anchor ZU Company: Page: 3 Speedier. Project: Address. Sub -Project I POS. No: Phone l Fax: hate: 6/9/2020 E-mail: 4 Shear load Land V.. Rb] Capacity 0 V. Rh] Utilization far =V„/O V. Status Steel Strength' 3.B27 4.387 88 OR ' Steel failure(with leverarm)" Pryout Strength' Concrete edge Failure In direction'" N/A N/A N/A N/A 3.871 9.269 42 OR N/A N/A N/A N/A " anchor having the highest loading ""enchorgmup(relevedanchors) 4d Steel Strength V. =ESRvalue referto lCC-ES ESR-2302 @ Vadz V. ACI 318.14 Table 17.3JJ Variables Amv [in!] fe. (psi] 0.11 106,090 Calculations V. [to] 6.750 Results V®(Ib] maw ¢V®1I131 V„[I6] 6.750 U.650 4.387 3.827 4.2 Pryout Strength V, =k,v[( m)yr,m qr a yr c,N Nb] ACI 3IB-14 Eq.(17.52Ja) 4 V,vaV„ AD 318-14 Table 17.3.1.1 AN. see ACI 318-14. Section 17.411. Fig. R 17.4.21(h) At, =9ha I ACI 318-14 Eq.(17.4.2.Ic) / ` W e<N=11.20 x1.0 ACI 318-14 Eq. MAN 3hd W,ae=03-0.3 (1�)alA ACI 318-14 Eq.(17.4.Z5b) 1' )s1.0 V a—MAX(�. ACI Eq.117.4276) Nb=�X,✓f. hd ACI310-14 Eq. (17.4.2.1s) Variables It. hd (in.] a,, [in] cam [m.] c.. [in.] 2 3.250 9.090 0.900 oa W.x C. Do k. X. I.[psi] 1.009 5.825 24 1.009 4.000 Calculations 4. [int] ANm (in!] W sin W e2q W dN W mN Nb [Ih] 70.77 93.09 1.800 OUT 1.000 I.000 0.893 Results Vm[Ibl �m„d, V„ [Ihl V. [lb] 13.242 0.700 9.269 3.827 brYl IILBYd R.9�t91NGh8fh0�¢dtBnp4vll@NwtlltiB ®9ili�dAIOBPJrt01'VI910�CY1 reonsame(=l mos-7oga N'�41afinAdseSdzm Ntlliserep9ved7mlaimidltltldfi5drm 31 of 38 wwwhflaums PraBs Anchor 28.3 Company: Page: 4 Specifier: Project: Address Sub -Project I Pas. me -- Pence l fat I note: 6/9/2020 E-Mail: 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per muvent regulations (ETAS 001/Amws C. ETTATRO29. etc.). This means load re-distnhution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate Is assumed to besuffiderily stiff. in order not to be deformed when subjected to the design leading. PROFIS Anchor calculates the minimum required anchor plate thickness with nM to YunO the stress of the anchor plate based an the assumptions explained above. The proof if the rigid anchor plate assumptian is valid is act carved out by PROAS Anchor. Input data and results=at be checked for agreement with the existing conditions and far plausibilityl supplementary reinforeememd is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturers product literature far cleaning and installation in9mctians • Chalaing the transfer of loads into the base material and the show resistance are required in accordance with ACI 3lB or the relevant standard! • Hilo post -installed anchors shall be installed in asardam®with the Hilo Manufacturers Printed Installation Instructions (MPH). Reference ACI 3I0-14. Section 17.8.1. Fastening meets the design criteria! mmnea.merennenua be pmrrswrrtetmoo-moswmas.a-sesasr ftn.mvgawa+t�mfdweu.sd� 32 of 38 h Alum. Plate Load Analysis & Shear Design tp J b J J b J Material Data: Section Data: F,pl81e 11800.0 psi b := 12.0 in deolt = 0.5 in tp := 0.5 in Holesc.t := 4.0 Ap := b • tp Aholes daolt . Holescn t Ap = 6 in2 Aholes = 2 in2 Load Data: hV -= 4632.0 Lbs Ae Ap — Aholes An = 4 in 0 Fv :_.75V— Fv = 868.5 psi A. SHEAR := if(Fv > Fv.plate. "N.G" , "OK" SHEAR = "OK" sing Alum. Plate PLUZPxI2'Sc12" 33 of 38 Prolific Anchor 211.3 Company: Page: I Specifier. Project Address Sub -Project I Pas, No: Phone I Fac Date: 6/B/2020 E-Mail: SpesXiees comments: 1 Input data Anchor type and diameter. Wk Bolt 3-CS1/2(2) �e Effective embedment depth: ly,a= 2000 in- h—= 2313 in. Material: Carbon Steel Evaluation Service Report: ESR-2302 Issued I Valid: 4/I/2018 j I7/1/2013 Proof: Design method ACI 310-14 / Mach. Stand -of installation: eh = 0.000 in. (no stand-off); t = 0.500 in. Ancharplate I, x 1, x t =12000 in. x I2000 io.x 0.500 in. (Recommended plate thickness not calculated Profile: Square ASS (AISC); (k x INxT) = 0.000 in. x 6.000 in x 0.259 in. Base material: uncracked concrete, 4000, F� = 4.000 psi h=420AER in. Installation: hammer drilled hale, Installation condidam Dry Re'uda amend: teacher condition B, sheen. condition 0; no supplemental splitting [vindareement present edge reinforcement: none or < No. 4 bar v - The anchor calculation is based on a rigid anchor plate assumption. Geometry Iinj 8 Loading Ob, WE] Icon do. ad rnh.4 ha ched.dfm.arcn.m w nh. eAdina conGoonc mdfnrplembI41 34 of 38 PRaFISARIor(c)20®-2009tia AEn84S4&k. W isargnasdlrmlmml dMAs.Sdmn Company: Specifier. Address Phone I Fax E-Mail: 2 Load case/Resulting anchor farces Load can: Design loads Anchor reactions Nh] Tension torte (Tension. -Compression) Anchor Tension farce Shear force Shear force A Shear fame I 0 1.215 1.158 SSG 2 0 L05 1.1511 SSG 3 0 1.215 I.I58 SSG 4 0 1.215 1.150 SSG max. concrete compressive strain: -1961 max. concrete compasive star: -[psis resulting tension fame In (x/y)=(OA00/OAg0): 0 [Ih] resulting compression fame In (x/y)=(OADD/0.000): O [Ih] Anchor fames ere calculated based on the assumption of a rigid anchor plate 3 Tension lead Praffs Anchor ZU Page: 2 Project: Sub -Project I Pas. No. Date: 3/9/2920 03 y 04 x 01 02 Land N„ Oh] Capacity Q N. Uhl Utilization Ny= N„/Q N. Status Steel Strength" N/A N/A N/A N/A Pullout Strength' N/A N/A N/A N/A Concrete Breakout Strength" N/A N/A N/A N/A 'anchor having the highest loading "anchor group(anchas in tension) brut dare e�dremXsnuabadededfineareemea wilalM1eviainaewdtimrsmdhrple bdey 35 of 38 PROFS Anomr l c1 2105-201113 MAI a-94919cham IGmmareya TrodmzidMAGSdxan www.hilti.us PraBs Anchor 2B.3 Company: Page: 3 Specifier. Project: Address Sub-Pmject I Pas. No: Phone I Fax: I Date: B/9/2020 E-MaiE 4 Shear load Load V. Oh] Capacity � V. Oh] Utilization N =V„/� V. Status Steel Strength' M5 4.213 23 OR Steel failue(with lever aim)' N/A N/A N/A N/A Prycut Strength" 4.05B QUIZ 41 OX Concrete edge Failure in direction" N/A N/A N/A N/A ' anchor having the highest loading "anchorgmup(relevantanchars) 41 Steel Strength Viz=ESRvalue referto IMES ESR-2302 0 Vama V. ACI 310-14Table 17.3.1.1 Variables A., DO] To [psi] Oil 106.090 Calculations V. IIh] 8.635 Results V. Uhl d' ew 0 V®Ob] V. [Ib] 6,535 0.659 4,313 1.05 42 Pryaut Strength V. =kre [( dxWsxWmx Ny] ACI SINK Eq. (115.3.Ih) m)WrexW VW x V. ACI 31B-14 Table 17.3.1.1 A, see ACI 318-14, Section 17AIL Fig. R 17.421(h) Ax,a =9ha I ACI310-14 Eq.(17.421c) Wwx=�24 1' 3 hd s1.0 ACI 310-14 Eq.(17.424) W,yi=0.7-0+3(I)s1+0 ACI319-14 Eq.(17.4.2.5h) Wren=MAX(L',—"'d 1.0 ACI 310-14 Eq. U7.4.27b) Ny =kc A,df, to ACI 319-14 Eq.(17.4.22s) Vanishes; k� hd [in.] ea [in.] a�g [in.] c.. [in.] I ZOOD 0.900 0.090 re I.000 3.625 24 1.000 4.000 Calndadans Axv rant] Awm[in. 2 1 Wax W=zw Wtux Wrex Nh Ubl 144.90 36.00 1.009 1.009 1.000 1.009 4,293 Results VW hh] gym,,,, 0 Vjb) V. [b] 17.173 0.700 QUO 4,959 i�nadaandrevmaraunmadeetmvavmmrt«xnrmena��a�emm9mermd��rmi 36 of 38 PR0nSAm1=rlcl ID03-go09x'ixiAg FL-94949dm Naeherec�alMa�mtdNatll&Sfar w JdltiLs Prafis Anchur ZE13 Company: Page: 4 Specifier. Project: Address Sub -Project I Pas. No.: Phone I Fax: I Date: 6/9/2020 E-Mail: 5 Warnings • The anchor design methods in PROMS Anchor require rigid anchor plates per current regulations (STAG 001/Annex C. EOTATR029. etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate arc rut considered -the anrhorplate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEN to limit the stress of the anchor plate based on the assumptions explained thee. The proof if the rigid anchor plate assumption is valid is nut carved out by PROFIS Anchor. Input data and re9dts must be checked feragrsement with the existing conditions and for plausibility! supplementary reirdumement is not used and for Pullout SHrength and Pryout Strength. Refer to your!acal standard. • Refer to the manufacturers product literature for cleaning and inste6alion instructions. • Checking the transfer of leads into nre base material and the shear resistance are required in accordance with ACI 310 or the relevant standard! • Hilt! post -installed anchors shag be Fnstalh d in accordance with the Hihi Manufacturer's Printed Installation Instructions (MPH). Reference ACI 318-14, Section 17.0.1. Fastening meets the design criteria! !�wrtea.marea t.mme. deddrm.paanaeeahmM®aenm�vo.dM1ad mar! Paoasede(.F20m-MRm1ERIA34 2m, I�a.miweanum fdme=¢ 37 of 38 Steel Bolts Threaded Tension & Shear Design 14th Data: Tbolt := 0.0 Tension in Anchor (kips) S2 := 2.00 ASD Factor-2.00 Vbolt 2.0 Shear inAnchor (kips) Fnv := 32.94 A304 Nominal Shear Strength (ks) 0.45*Fu Fnt := 54.9 A304 Nominal Tensile Strength (ksi)0.75*Fu Screw Diameter (in) n := 10.00 Threads per in......... (AISGTable 7-17 page 7-81) Fv •— Fnv Fv = 16.470 ksi Ft— Fnt SZ Ft = 27.450 ksi / 2 Abolt := 0.7854I D — 0.97431 Abolt = 0.127 in Check Shear Vbolt fv ._ fv = 15.713 ksi Abolt Vallow:= Fv.Abolt Vallow= 2.096 kips SHEAR:= if(fv <— Fv, "OK" , "NG") SHEAR = "OK" Check Tension Tbolt ft ft = 0.000 ksi Abolt F t F'ot := mi Ft, m 0,1.3Ft — f2• ' fv Fv )) Font = 0.000 ksi Tallow:= FnfAbolt Tallow= 0.000 kips TENSION:= if(Tbolt < Tallow, "OK" , "NG") JTENSION= "OK" Minimum Thread Length 2•Tbolt TL = min' 0.9743) rD TL = 0.000 in min Fv- 1r• I\ — -J n 38 of 38