1.For the connection shown in Figure P8.5, the reference design value is 1000 lb. Determine the adjusted reference design value for dry wood under normal temperature conditions. 2. Toenails of 50 d pennyweight (0.244 in. diameter, 5. in. length) are used to connect a beam to the top plate of a stud wall, as shown in Figure P8.6. It is subjected to dead and live loads. The lateral reference design value is 250 lb. Determine the adjusted reference design value for soft wood under normal temperature and dry conditions. Show the connection.
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