7400 HARDESON RD SUNBELT RENTALS 2025-07-18

Design Basis : WS - Working Stress •AUXILIARY LOAD DESCRIPTIONS: Hot Rolled Steel : AISC16 • Aux Cold Formed Steel : NAUS16 • Id Description • 1 Minimum snow load BUILDING CODE: • 2 Unbalanced snow load left • 3 Unbalanced snow load right Wind Code : IBC 18 Seismic Zone : D •ADDITIONAL LOAD DESCRIPTIONS: • Add MODULUS OF ELASTICITY: • Id Description • 1 Minimum snow load surface2 Hot Rolled Steel : 29880 (ksi ) • 2 Minimum snow load surface3 Cold Formed Steel : 29500 (ksi ) • 3 Unbalanced load surface 3 • 4 Unbalanced load surface 2 • 5 Unbalanced load surface 2 21121 Frame 1 - Base Plates and Anchor Bolt 7/27/21 7:31pm • 6 Unbalanced load surface 3 • 7 Extension Id 2, Surface Id 1, Dead = 3.08 • 8 Extension Id 2, Surface Id 1, Collateral = 1.0e DESIGN CONSTANTS: • 9 Extension Id 2, Surface Id 1, Live = 20.00 --- • 10 Extension Id 2, Surface Id 1, Snow = 50.40 Base Plate Yield = 36.80 (ksi ) • 11 Extension Id 2, Surface Id 1, Windl Left = -1:.37 Concrete Bearing = 1.05 (ksi ) • 12 Extension Id 2, Surface Id 1, Windl Right = -5.02 Bolt Type r A307 • 13 Extension Id 2, Surface Id 1, Wind2 Left = -1:.37 Bolt Shear Stress = 13.50 (ksi ) • 14 Extension Id 2, Surface Id 1, Wind2 Right = -5.02 Bolt Tension Stress = 22.50 (ksi ) • 15 Extension Id 1, Surface Id 4, Dead = 3.00 • 16 Extension Id 1, Surface Id 4, Collateral = 1.08 • 17 Extension Id 1, Surface Id 4, Live = 20.00 BASE PLATE 8 BOLT SIZE: • 18 Extension Id 1, Surface Id 4, Snow = 50.40 • 19 Extension Id 1, Surface Id 4, Windl Left = -5.02 • 20 Extension Id 1, Surface Id 4, Windl Right = -17.37 -- Column_Base(in)--- --Plate_Size(in)-- --Bolts(A307 )- -Shear(k )- Req • 21 Extension Id 1, Surface Id 4, Wind2 Left = -5.02 Req • 22 Extension Id 1, Surface Id 4, Wind2 Right = -:7.37 Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia • Code files used: _-- --__. .•.. • IBC.18N • RF_IBC.18N Version 4.0 Left P 12.5 0.0 5.8 12.75 0.250 2 0.750 3.00 13.2 0.06 0.214 0.177 •DS RFDEP.Siz Right P 12.5 0.0 5.0 12.75 0.258 2 0.750 3.00 13.2 8.06 0.214 •Surface Span --Required Selected 0.177 * Id Id Type Span Type Span #Depth *Splice • 1 1 W 18.e No record selected • 2 1 C 12.5 C 20.0 0 0 BASE REACTIONS: • 3 1 C 12.5 C 20.0 0 0 -- - * 4 1 W 18.0 No record selected Max_Tension+Shear Max Shear+Tension 21121 Frame 1 - Design Code 7/27/21 7:31pm Column -Max_Comp- Tens Shear -Max Shear Shear Tens ---- Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) STRUCTURAL CODE: