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project by CASA <br /> location date 6/9/2025 <br /> client job no. 25-181 <br />Wwind= 32.0 psf <br />L = 3 ft <br />h= 5.5 ft <br />w = Wwind x h/2 = 88.0 plf <br />R = wL/2 =132 lb <br />Mu = wL2/8 =1.2 k-in <br />R = Vu =0.132 k <br />Section Properties Material Properties Calculated <br />A =1.92 in2 EL,f =1600 ksi ΦMn,mat. rup.=20.3 k-in <br />I =3.04 in4 EL,w =1600 ksi ΦMn,loc. stab.=60.0 k-in <br />S =1.04 in3 ET,f =800 ksi ΦMn,ltbuckling.=317.7 k-in <br />bf =4.00 in ET,w =800 ksi ΦVn, mat. rup. =12.5 k <br />h=4.00 in GLT=450 ksi ΦVn, wsbuckling =25.1 k <br />tf =0.25 in VLT=0.32 <br />tw=0.25 in E = 2600 ksi <br />FL=30 ksi <br />FLT=10 ksi <br />Mn Due to Material Rupture: <br />Mn,mat. rup.=31.2 k-in <br />Mn Due to Local Stability: <br />Compression Flange Local Buckling <br />kr=0.875 <br />ξ= 0.259 <br />fcr=72.093 ksi <br />Web Local Buckling <br />fcr=183.316 ksi <br />Nominal flexural strength due to local stability <br />Mn,loc. stab. =75.0 k-in <br />TRY FRP 4x4x1/4 ANGLE <br />CLU3418 <br />3000 WEST MACARTHUR <br />SMARTLINK <br />FRP Wind Screen <br />DESIGN BEAM B1 <br />AT&T <br />CLU3418 <br />36 of 39