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Project : <br />Project Number: <br />By : <br />Date : <br />Minda Herman <br />PE <br />08-08-2024 <br /> Load Combinations <br />[D1+0.6Wu] = lbs <br />[D1+0.6Wd] = lbs <br />[D2+0.6Wu] = lbs <br />[D2+0.6Wd] = lbs <br />[0.6D1+0.6Wu] = lbs <br />[0.6D1+0.6Wd] = lbs <br />[0.6D2+0.6Wu] = lbs <br />[0.6D2+0.6Wd] = lbs <br />Max pull out load on screw = lbs (Demand) <br />Lag Screw / Bolt Connection Check (ASD) <br />Lag Screw/Bolt Size = <br />Cd =(Refer NDS Table 2.3.2) <br />Embedment = in <br />Grade of Wood = #2 (or better) <br />G = <br />Capacity = lb/in (Refer NDS Table 12.2A) <br />Number of Screws in Tension = <br />Prying Coefficient = <br />Capacity of Fasteners = lb (Capacity) <br />Demand (lb) Capacity (lb) DCR <br />520.6 1286 0.40 <br />0.5 <br />225 <br />2 <br />1.4 <br />1286 <br />1/4 <br />1.6 <br />2.5 (Measured from top of the framing member to tapered tip of lag <br />screw, embeddment in sheathing and tapered tip of screw is not <br />included ) <br />DF <br />-416.6 <br />-37.6 <br />-126.8 <br />252.2 <br />520.6 <br />-520.6 <br />-141.6 <br />-37.6 <br />341.4 <br />Page 8 <br />2704 W Camden Pl <br />9/26/2024