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PROJECT Pace Supply <br />FOR The Beacon Group <br />SHEET NO. <br />CALCULATED BY <br />DATE <br />OVERTURNING: SINGLE SIDE <br /> LB <br />∑Fn*Hn <br /> = IN‐LB <br /> + 0.67wLL) * L/2 <br /> = LB * 58 IN/2 <br /> = IN‐LB <br /> ‐ 0.6*Mst)/d <br /> = ‐ 0.6*104400)/58 IN <br /> = LB  UPLIFT <br />TOP LEVEL LOADED <br /> * 1050 LB  SEE LOADS & DIST SHEET <br /> LB <br />∑DL=5*50 LB=WDL= LB <br /> * Hn ∑LL=5*1000 LB=WLL= LB <br /> = LB * 180 IN  IN <br /> = IN‐LB  IN <br /> IN <br /> + wLL) * L/2  IN <br /> = LB * 58 IN/2  IN <br /> = IN‐LB <br /> MIN.EMBEDMENT  Strong‐Bolt2 (ESR‐3037) <br /> ‐ 0.9*Mst)/d <br /> = ‐ 0.9*30450)/58 IN  # OF ANCHORS/BASE= <br /> = LB  OF ANCHORS PER END= <br /> PULLOUT CAPACITY= LB <br /> SHEAR CAPACITY= LB <br />(1336 LB/1270 LB) + (264 LB/2600 LB) = 1.15  ≤  1.2  OK <br />L <br />SIDE VIEW <br />W <br />V <br />Hn/2 <br />L/2 <br />Lbase <br />e <br />Lbase <br />Hn <br />d <br />L <br />SIDE VIEW <br />W <br />V <br />Hn/2 <br />L/2 <br />Lbase <br />e <br />Lbase <br />Hn <br />d <br />MATERIAL HANDLING ENGINEERING <br />TEL: (909) 869‐0989 <br />1130 E. CYPRESS STREET, COVINA, CA 91724 <br />INC. <br />SEIZMIC <br />3421 W Segerstrom Ave - <br />10111647610/31/2023