Repeat Prob. 13.11 using LRFD procedures. The load is due to (1.2D + 1.6S). Prob. 13.11 A connection similar to the connection in Fig. 13.A has a single row of six (instead of five) -in.-diameter...

Repeat Prob. 13.11 using LRFD procedures. The load is due to (1.2D + 1.6S).

Prob. 13.11

A connection similar to the connection in Fig. 13.A has a single row of six (instead of five) -in.-diameter bolts. Lumber is No. 1 DF-L. Load is the result of (D S).

= 1.0.

Find:

a. Adjusted ASD design value for the bolt connection.

b. Adjusted ASD tension capacity of the wood members.

c. Indicate the base spacing requirements for the bolts.

d. Adjusted ASD row tear-out capacity for the connection.

Fig. 13.A