Calculate the allowable stress design (ASD) reference lateral capacity of a single lap shear connection with the followi
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Calculate the allowable stress design (ASD) reference lateral capacity of a single lap shear connection with the followi
Calculate the allowable stress design (ASD) reference lateral capacity of a single lap shear connection with the following configuration. Both the main member of the connection and the side member are a 4x Hem-Fir lumber in dimensions. The specific gravity of the species is 0.43. Both members are loaded parallel to grain. The fastener used is a / in. bolt with a length of 8 in, including a 1.5 in threads (NDS Table L1).
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