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Detail Report: M28 Unity Check: 0.248 (LC 13)Load Combination: EnvelopeWARNING: Detail Report Based On Less Than 10 Sections!y z y zx Input Data:Shape:Member Type:Length (ft):Material Type:Design Rule:Number of Internal Sections:12CS3.5X140Beam14.5Cold Formed SteelTypical5 I Node:J Node:I Release:J Release:I Offset (in):J Offset (in):N22N31FixedFixedN/AN/AMaterial Properties:Material :A653 SS Gr50/1 Nu :0.3 F y (ksi):50E(ksi):29500 Therm. Coeff.(1e⁵°F⁻¹):0.65 F u (ksi):65G(ksi):11346 Density (k/ft³):0.49Shape Properties:D (in):12 Cw (in⁶):114.111 S e,z (in³):9.178B(in):3.5 ro (in):5.192 S et,z (in³):9.179t(in):0.14 Xc (in):0.811 S f,z (in³):9.553R(in):0.188 m (in):1.384 S fy,z (in³):9.553d(in):0.885 j (in):6.838 S e,y (in³):1.386Iyy(in⁴):3.94 rz (in):4.551 S et,y (in³):1.461Izz(in⁴):57.32 ry (in):1.193 S f,y (in³):4.474Area(in²):2.767 x 0 (in):-2.195 S fy,y (in³):1.504J(in⁴):0.018Design Properties:L b y-y (ft):1Lb z-z (ft):SegmentLcomp top (ft):1Lcomp bot (ft):4Cb:1Cm y-y:N/ACm z-z:N/A K y-y:0.65Kz-z:0.65R:N/Ay sway:Noz sway:Noa(ft):N/AFunction:Gravity Max Defl Ratio:L/4925Max Defl Location:4.229Span:1N22N31M28Diagrams:3.196e-04 at 0 ft -0.035 at 3.625 ft y Deflection ( )in 0.019 at 3.625 ft -0.242 at 14.5 ft z Deflection ( )in 136.086 at 0 ft 19.085 at 0 ft Axial Force ( )lbs 38.209 at 0 ft -773.097 at 14.5 ft y Shear Force ( )lbs 61.724 at 0 ft 3.04 at 0 ft z Shear Force ( )lbs 0.133 at 0 ft 0.005 at 0 ft Torsion ( )lb-ft 4281.103 at 14.5 ft -5542.881 at 0 ft z-z Moment ( )lb-ft 447.565 at 14.5 ft -447.429 at 0 ft y-y Moment ( )lb-ft 0.049 at 0 ft 0.007 at 0 ft Axial Stress ( )ksi 6.962 at 0 ft -6.962 at 0 ft Bending Strong Stress ( )ksi 3.571 at 14.5 ft -3.57 at 0 ft Bending Weak Stress ( )ksi AISI S100-16: LRFD Code Check Limit State Required Available Unity Check Applied Loading - Bending/Axial 13 - - -- Applied Loading - Shear + Torsion 13 - - -- Axial Tension Analysis 0.000 lb 124532.5 lb -- Axial Compression Analysis 39.677 lb - -- Flexural Analysis (Strong Axis)5542.881 lb-ft 34419 lb-ft -- Flexural Analysis (Weak Axis)447.429 lb-ft 5199.332 lb-ft -- Shear Analysis (Major Axis y)775.18 lb 31363.037 lb 0.025 Pass Shear Analysis (Minor Axis z)62.768 lb 22695.119 lb 0.003 Pass Bending & Axial Interaction Check (UC Bending Max)- - 0.248 Pass RISA-3D Version 20 [ RISA CFa.r3d ]Page 19 Company Designer Job Number Model Name : : : : DOTec Corp. AG #2303092 Tera wray Checked By : ALG Page 34 of 44 3201 S Halladay St 5/5/2025