7400 HARDESON RD SUNBELT RENTALS 2025-07-18

DESIGN PROPERTIES: -- ----- - - - - 2992 Extension Design Code 7/27/21 7:31pm Web- Flange____ ........""._. Load Major ----Minor---- Moml Depth/Thick Width/(2xThick) Id Width KL Top Bottom Cb /Mom2 Calc Limit Calc Limit STRUCTURAL CODE: Beaml 0.75 3.00 5.68 3.00 1.00 1.00 133.4 17.4 Design Basis w5 - Working Stress Bean2 11.50 3.00 1.52 3.08 1.00 1.00 131.3 20.8 Hot Rolled Steel : AISC16 Beam3 10.00 3.00 1.52 3.88 1.00 1.00 131.3 28.8 Cold Formed Steel : NAUS16 Beam4 0.80 3.00 5.68 3.00 1.00 1.00 133.4 17.4 BUILDING CODE: STRENGTH: wind Code : IBC 18 --Axial(k )- --Shear(k )- Moment(f-k ) Axial. Shear+ Seismic Zone : D Load Top Bot Moment Moment Max MODULUS OF ELASTICITY: Id Id Calc Limit Calc Limit Calc Limit Limit UC UC UC Hot Rolled Steel : 29000 (ksi ) •••-•-- --- - -- - --- - Cold Rolled Steel : 29500 (ksi ) Beaml 1 0.00 7.32 0.86 2.52 0.08 3.05 3.04 0.03 0.03 0.03 Beaml 2 0.00 24.57 0.12 2.52 0.17 3.05 3.04 0.06 8.07 2992 Eave Extension 1 7/27/21 7:31pm 0.07 =_-_- = Beams 3 0.00 24.57 8.12 2.52 0.17 3.05 3.04 0.06 0.07 0.07 Beaml 4 0.00 24.57 8.12 2.52 0.17 3.05 3.04 0.06 0.07 EXTENSION LAYOUT: 0.07 Beaml 5 0.00 24.57 8.02 2.52 0.02 3.05 3.04 0.01 0.00 wall --Bay_Id- ---Horizontal Size--- ----Vertical Size--- 0.01 Id Type Id Start End Height Width Slope Elev Height Slope Beaml 6 0.00 24.57 0.02 2.52 0.02 3.85 3.04 0.01 0.00 -- ---- ---- ----- --- -- 0.01 1 EE 2 1 1 18.000 1.500 2.000 0 f00 0.000 0.000 Beaml 7 0.00 24.57 0.02 2.52 8.02 3.05 3.04 0.01 0.00 0.81 BEAM SIZE: Beaml 8 0.00 4.77 0.06 2.52 0.09 3.05 3.04 0.03 0.84 0.04 Line -Web_Depth- Web Flange Flange_Thick Beaml 9 0.00 24.57 0.06 2.52 0.09 3.05 3.04 0.03 0.04 ----Max_Load---- 0.04 Id Id Use Orn Part Start End Thick Width Top Bottom Weight Beaml 10 0.00 4.77 0.11 2.52 0.15 3.05 3.04 0.05 0.07 Id UC Report 0.07 _... .._... Beams 11 0.00 24.57 0.06 2.52 0.09 3.05 3.04 0.03 0.04 -•- •••• ...... 0.04 Beaml 0 ATTACH H 8X22CH16 8.13 8.13 0.060 2.09 0.060 0.060 13.9 Beaml 12 0.00 4.77 0.11 2.52 0.15 3.05 3.04 0.05 8.07 4 0.07 Mom+Shr 0.07 Beam2 1 ATTACH H 8X25C16 8.00 8.00 0.068 2.50 0.060 0.060 4.9 Beaml 13 0.00 24.57 0.06 2.52 0.09 3.05 3.04 0.03 0.04 4 0.61 Mom+Shr 0.04 Beam3 2 ATTACH H 8X25C16 8.00 8.00 0.060 2.50 0.060 0.060 4.9 8e091 14 0.00 4.77 0.11 2.52 0.15 3.05 3.04 0.05 0.07 4 0.56 Mom+Shr 0.07 Beam4 3 ATTACH H 8X22CH16 8.13 8.13 0.060 2.09 0.068 0.860 13.9 Beaml 15 0.00 24.57 -0.01 2.52 -0.02 2.43 3.05 0.01 0.00 18 8.00 Mdm+Axl 0.01