1610 E First St - 101118465 & 20182250 - Plan

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Job Name Job No.:Sheet No.: By: Date: Reaction Type Reaction Proportion Proportioned Reaction Capacity Ratio Axial (A)3.734 K 1.0000 3.734 K 107.410 K 0.03 0.000 ≤1.000 Strong Axis Moment (Mz)-38.741 K-FT 1.0000 -38.741 K-FT 90.285 K-FT 0.43 0.464 ≤1.000 H (Height of Column) Strong Axis Shear (Vy)-2.500 K 1.0000 -2.500 K 31.236 K 0.08 0.436 ≤1.000 13.063 ft Weak Axis Moment (My)0.000 K-FT 1.0000 0.000 K-FT 36.791 K-FT 0.00 0.000 ≤1.000 14 ft Weak Axis Shear (Vz)0.000 K 1.0000 0.000 K 53.389 K 0.00 0.362 ≤0.782 Torsion (T)0.000 K-FT 1.0000 0.000 K-FT 19.140 K-FT 0.00 0.000 ≤0.782 0.470 ≤1.000 Strong Axis Design OK Inside Box Strong Axis Moment (Mz)-38.741 K-FT 0.4301 -16.662 K-FT 75.861 K-FT 0.22 0.000 ≤1.000 Strong Axis Shear (Vy)-2.500 K 0.5310 -1.328 K 35.369 K 0.04 0.220 ≤1.000 Weak Axis Moment (My)0.000 K-FT 0.4529 0.000 K-FT 33.362 K-FT 0.00 0.223 ≤1.000 Weak Axis Shear (Vz)0.000 K 0.4798 0.000 K 49.249 K 0.00 0.000 ≤1.000 Torsion (T)0.000 K-FT 0.4540 0.000 K-FT 20.403 K-FT 0.00 0.184 ≤0.782 0.000 ≤0.782 0.221 ≤1.000 Reaction Type Reaction Proportion Proportioned Reaction Capacity Ratio Axial (A)3.734 K 1.0000 3.734 K 107.410 K 0.03 0.000 ≤1.000 Strong Axis Moment (Mz)-10.722 K-FT 1.0000 -10.722 K-FT 90.285 K-FT 0.12 0.760 ≤1.000 H (Height of Column) Strong Axis Shear (Vy)-0.006 K 1.0000 -0.006 K 31.236 K 0.00 0.119 ≤1.000 13.063 ft Weak Axis Moment (My)-22.315 K-FT 1.0000 -22.315 K-FT 36.791 K-FT 0.61 0.608 ≤1.000 14 ft Weak Axis Shear (Vz)1.965 K 1.0000 1.965 K 53.389 K 0.04 0.071 ≤0.782 Torsion (T)4.947 K-FT 1.0000 4.947 K-FT 19.140 K-FT 0.26 0.417 ≤0.782 0.847 ≤1.000 Weak Axis Design OK Inside Box Strong Axis Moment (Mz)-10.722 K-FT 0.4301 -4.611 K-FT 75.861 K-FT 0.06 0.000 ≤1.000 Strong Axis Shear (Vy)-0.006 K 0.5310 -0.003 K 35.369 K 0.00 0.364 ≤1.000 Weak Axis Moment (My)-22.315 K-FT 0.4529 -10.107 K-FT 33.362 K-FT 0.30 0.061 ≤1.000 Weak Axis Shear (Vz)1.965 K 0.4798 0.943 K 49.249 K 0.02 0.304 ≤1.000 Torsion (T)4.947 K-FT 0.4540 2.246 K-FT 20.403 K-FT 0.11 0.037 ≤0.782 0.207 ≤0.782 0.380 ≤1.000 Notes: 1. AT or AC capacities are determined based on reaction input sign where (+) indicates compression, and (-) indicates tension. 2. Mz, Vy, My, and Vz capacities are determined per CFS in accordance with AISI S100-16. 3. Torsional capacity is determined in accordance with ANSI/AISC 360-16. 4. When column is reinforced with inside box column, proportioning is done as follows: a. Moment is proportioned by ratio of ( Ix or Iy ). b. Shear is proportioned based on section area ( A ). c. Torsion is proportioned based on torsional constant ( C )Last Revision Strong Axis Design OK Weak Axis Design OK AISI S100-16 Equation H1.2-1 AISI S100-16 Equation H2-1 AISI S100-16 Equation H2-1 AISI S100-16 Equation H3-1a AISI S100-16 Equation H3-1a AISI S100-16 Equation H1.2-1 AISI S100-16 Equation H2-1 AISI S100-16 Equation H2-1 AISI S100-16 Equation H3-1a 3/7/2022 Indo Chinese Islamic Center Solar Canopy COLUMN THICKNESS = 0.138" DESIGN 24-0076 JKC 1/25/2024 Steel Column with Optional Steel Box Insert Design Only √[(Mz/Maloz)2 + (Vy/Vay)2] STRONG AXIS: 15 3/4" x 8" x 3/4" (t = 0.138" - 1' Weld Spacing)Interaction Equations Per AISI S100-16 and AISC A-360-16 STRONG AXIS - Box Column Section Mz/Mazt + My/Mayt + T/Ta Mz/Maz + My/May + (-T or C) / (Ta or Ca) AISI S100-16 Equation H1.1-1 AISI S100-16 Equation H1.2-1 AISI S100-16 Equation H2-1 0.91(P/Pn) + (Mz/Mnloz) √[(My/Maloy)2 + (Vz/Vaz)2] 0.91(P/Pn) + (Mz/Mnloz) 0.91(P/Pn) + (My/Mnloy) (Pr/P(t or c) + Mrz/Mcz + Mry/Mcy) + (Vry/Vcy + Vrz/Vcz + Tr/Tc)2 STRONG AXIS - Inside Box Column Section Mz/Mazt + My/Mayt + T/Ta Mz/Maz + My/May + (-T or C) / (Ta or Ca) √[(Mz/Maloz)2 + (Vy/Vay)2] √[(My/Maloy)2 + (Vz/Vaz)2] AISI S100-16 Equation H2-1 AISI S100-16 Equation H3-1a AISI S100-16 Equation H3-1a AISC A360-16 Equation H3-6 AISI S100-16 Equation H1.1-1 0.91(P/Pn) + (Mz/Mnloz) 0.91(P/Pn) + (My/Mnloy) 0.91(P/Pn) + (My/Mnloy) (Pr/P(t or c) + Mrz/Mcz + Mry/Mcy) + (Vry/Vcy + Vrz/Vcz + Tr/Tc)2 WEAK AXIS - Box Column Section Mz/Mazt + My/Mayt + T/Ta Mz/Maz + My/May + (-T or C) / (Ta or Ca) √[(Mz/Maloz)2 + (Vy/Vay)2] √[(My/Maloy)2 + (Vz/Vaz)2] WEAK AXIS: 15 3/4" x 8" x 3/4" (t = 0.138" - 1' Weld Spacing)Interaction Equations Per AISI S100-16 and AISC A-360-16 AISI S100-16 Equation H3-1a AISC A360-16 Equation H3-6 AISI S100-16 Equation H1.1-1 (Pr/P(t or c) + Mrz/Mcz + Mry/Mcy) + (Vry/Vcy + Vrz/Vcz + Tr/Tc)2 WEAK AXIS - Inside Box Column Section (Pr/P(t or c) + Mrz/Mcz + Mry/Mcy) + (Vry/Vcy + Vrz/Vcz + Tr/Tc)2 Mz/Mazt + My/Mayt + T/Ta AISC A360-16 Equation H3-6 AISI S100-16 Equation H3-1a AISI S100-16 Equation H3-1a AISI S100-16 Equation H2-1 AISI S100-16 Equation H2-1 AISI S100-16 Equation H1.2-1 AISI S100-16 Equation H1.1-1 AISC A360-16 Equation H3-6 Mz/Maz + My/May + (-T or C) / (Ta or Ca) √[(Mz/Maloz)2 + (Vy/Vay)2] √[(My/Maloy)2 + (Vz/Vaz)2] 0.91(P/Pn) + (Mz/Mnloz) 0.91(P/Pn) + (My/Mnloy) 60 1610 E First St - 101118465 & 201822505/7/2024