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

S-2 g ClalrkWestern Building Systems 4 CW Tech Support: (888)437-3244 1 ' clarkwestern.com 2007 North American Specification ASD DATE: 8/9/2022 SECTION DESIGNATION: 3625162-33 [33] Single INTEAtoR WAU, Input Properties: Web Height= 3.625 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 13.00 ft Deflection Limit L/240 Lateral Pressure 5.00 psf Axial Load 630 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= 1836 Ft-Lb My= 836 Ft-Lb 0.56 My< Me< 2.78 My Mc= 812 Ft-Lb Sc/Sf= 0.89 Mmax=211 Ft-Lb <= Ma =432 Ft-Lb Check Deflection Deflection Limit: L/240 Load Multiplier for Deflection = 1.00 Maximum Deflection = 0.395 in Deflection Ratio = L/395 Check Shear Vmax= 65 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va= 1024 lb >= Vmax Check Web Crippling Rmax=65 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra= 165 lb >= Rmax, stiffeners not required Check Axial Interactions P=630 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= 108 Allowable Pure Axial Load, Pa = 1649 lb :Axial Load Ratio, P/Pa = 0.382 K-phi for Distortional Buckling = 0 Ib*in/in Check Equation C5.2.1-1 Check Equation C5.2.1-2 Cmx= 1.00 Pao= 3176 lb Pcr=6594 lb Alpha = 0.817 Equation C5.2.1-1 = 0.981 Equation C5.2.1-2 = 0.688 Maximum Interaction = 0.981 <=1.0