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≔M =⋅R 5.5 in 32.45 ⋅kip in Moment due to eccentricity <br />≔Y 8.875 in Dist. comp. to tension force <br />≔Th =M <br />Y <br />3.656 kip Tension on bolts <br />≔Tu 14.52 kip Design strength - Tension <br />≔Ru 7.74 kip Design strength - Compression <br />≔Vr =+ <br />Th <br />Tu <br />―― <br />Vv <br />Ru <br />0.506 OK <br />Bensing in clip <br />≔ϕMn ⋅85.27 kip in Section strength <br />≔ϕVn 13.23 kip <br />=+M <br />ϕMn <br />―― <br />Vv <br />ϕVn <br />0.529 OK <br />Page 10 of 44 <br />3201 S Halladay St <br />5/5/2025