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DATE:V I N C I & A S S O C I A T E S SHEET: <br />PROJECT:Prologis Hain JOB NO.: <br />5140 E Santa Ana St ENGR.: <br />Ontario, CA <br />HORIZONTAL FORCES ON BEAM <br />WIND GOVERNS <br />USE: 3 Beams <br />X1 <br />F1 81 #X2 <br />F1 F2 F3 …Fn F2 152 #X3 <br />X1 X2 X3 …Xn-1 Xn F3 0 #X4 <br />F4 0 #X5 <br />L =8.00 ft F5 0 #X6 <br />R1 R2 F6 0 #X7 <br />F7 0 #X8 <br />F8 0 #X9 <br />F1 F9 0 #X10 <br />RX1 F2 F10 0 #X11 <br />… <br />RX2 <br />Fn <br />RX1 =105.66 # <br />RX2 =127.94 # <br />mMax = 468.84 #-ft <br />mMax = 5626.08 #-in <br />Check Horizontal Beam for Bending <br />fb =/= <br />FB =>THEREFORE O.K. <br />Check Bi-axial Bending <br />27,851.9 psi <br />33,000 psi <br />THEREFORE O.K. <br />+12521 psi =1.22 <1.33 <br />33000 psi <br />5,626 #-in 0.202 in3 27,852 psi <br />33,000 psi 27,852 psi <br />11/7/2024 <br />Structural Engineers <br />175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 <br />805.496.2100 • VinciSE.com <br />F X <br />2.75 ft <br />2.50 ft <br />2.75 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />0 <br />X <br />1895 & 1995 S Standard <br />Ave1/7/2025