Laserfiche WebLink
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 243 #X2 2.92 ft <br />RX 243 #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 =333.15 # <br />R2 =153.70 # <br />mMax = 371.94 #-ft <br />mMax = 4463.31 #-in <br />Check Column for Bending <br />fb =/= <br />FB =>THEREFORE O.K. <br />Check Column for Axial Load <br />fa =/=360 psi <br />Fa =kl / r =4.5 ft x k /0.577 in =94 <br />Fa ==20000 psi <br />Check Unity <br />22,096 psi <br />33,000 psi <br />THEREFORE O.K. <br />1.33360 psi <br />20000 psi <br />X <br />0.555 in2(RY1 + RY2) x 2 <br />+=0.69 < <br />4,463 #-in 0.202 in3 22,096 psi <br />33,000 psi 22,096 psi <br />5/14/2024 <br />Structural Engineers <br />175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 <br />805.496.2100 • VinciSE.com <br />R <br />7 1895 & 1995 S Standard <br />Ave1/7/2025