Laserfiche WebLink
Job: Oil Stop I Job tato. I MARTIN CONSULTING GROUP. Inc. <br />Client: Off Stop 19266 2204 PLAZA DRIVE, SUITE 130 <br />ROCKLIN, CALIFORNIA 95765 <br />Designed J.M. Date Page of 916/256-4816 FAX 9161302-4065 <br />Determine Shear <br />Y -Y Direction Vy = 491.9 Ib/anch <br />X -X Direction Vx = 491.9 Ib/anch <br />Anchor Capacity <br />Use 112" diameter x 2" minimum embedment strong bolt 2 <br />into existing concrete stab. (assume concrete slab is 2500psi concrete) <br />Combined Forces <br />Vd + Td <br />Va Ta <br />Vx = Fp/ # of anchors (applied at Y axis) <br />Vy = same as above (applied at X axis) <br />Ta = 1172 lbs <br />Va = 1683 lbs <br />([CC report #ESR -3037) <br />=> 491.9 + 0.0 — 4.29 < 1.2 OK <br />1683 1172 <br />