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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 AND VERTICAL FORCES ON COLUMN <br />WIND GOVERNS <br />H =5.67 ft <br />RY1+RY2 X1 0.33 ft <br />R2 RX1+RX2 1.17 ft X1 RX 234 #X2 2.92 ft <br />RX 234 #X3 1.75 ft <br />RY1+RY2 2.75 ft X2 X4 <br />RX1+RX2 X5 <br />X6 <br />1.75 ft X3 X7 <br />R1 X8 <br />X9 <br />RX X10 <br />R1 X11 <br />… <br />R2 <br />Rn <br />R1 =319.70 # <br />R2 =147.49 # <br />mMax = 356.93 #-ft <br />mMax = 4283.15 #-in <br />Check Column for Bending <br />fb =/= <br />FB =>THEREFORE O.K. <br />Check Column for Axial Load <br />fa =/=320 psi <br />Fa =kl / r =4.5 ft x k /0.577 in =94 <br />Fa ==20000 psi <br />Check Unity <br />21,204 psi <br />33,000 psi <br />THEREFORE O.K. <br /><1.33 <br />20000 psi <br />(RY1 + RY2) x 2 0.555 in2 <br />+320 psi =0.66 <br />4,283 #-in 0.202 in3 21,204 psi <br />33,000 psi 21,204 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 />R X <br />1895 & 1995 S Standard <br />Ave1/7/2025