200 W MARINE VIEW DR ON TRAC LOGISTICS 2025-09-16

ClarkWestern Building Systems 1111111111111 CW Tech Support: (888)437-3244 ' clarkwestern.com 2007 North American Specification ASD DATE: 8/9/2022 SECTION DESIGNATION: 600S162-33 [33] Single PE RI M1;1 lrk WAlt. Input Properties: Web Height= 6.000 in Design Thickness= 0.0346 in Top Flange= 1.625 in Inside Corner Radius= 0.0765 in Bottom Flange= 1.625 in Yield Point, Fy= 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = 33.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Wall Solver Design Data -Simple Span Wall Height 14.00 ft Deflection Limit L/240 Lateral Pressure 5.00 psf Axial Load 150 lb Stud Spacing 24.0 in Check Flexure Load Multiplier for Flexural Strength = 1.00 Flexural Bracing: KyLy=48.0 in Cb= 1.00 Me= 3355 Ft-Lb My= 1643 Ft-Lb 0.56 My < Me <2.78 My Mc= 1578 Ft-Lb Sc/Sf= 0,97 Mmax=245 Ft-Lb <= Ma = 789 Ft-Lb (Distortional Buckling Controls) K-phi for Distortional Buckling = 0 Ib*in/in Check Deflection Deflection Limit: L/240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.163 in Deflection Ratio= L/1028 Check Shear Vmax= 70 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va=638 lb >= Vmax Check Web Crippling Rmax= 70 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 153 lb >= Rmax, stiffeners not required Check Axial Interactions P= 150 lb (Including Axial Load Multiplier) Axial Loads Multiplied by 1.00 for Interaction Checks Max unbraced length, KyLy and KtLt=48.0 in Max KL/r= 83 Allowable Pure Axial Load, Pa = 2418 lb :Axial Load Ratio, P/Pa=0.062 K-phi for Distortional Buckling= 0 Ib*in/in P/Pa <=0.15 Therefore, Check Equation C5.2.1-3 Equation C5.2.1-3= 0.373 <=1.0