Breyer 4.31. Determine the LRFD nominal and adjusted design values and adjusted design resistances for the following members and loading conditions. All members are No. 2 Hem-Fir and are fully braced to prevent lateral-torsional buckling. Bending occurs about the strong axis.
A 6x16 carries an equipment load that can be
considered storage using 1.2D + 1.6L
Floor beams are 4 x6 at 4 ft o.c. Loads are 1.2D +1.6L
with L from occupancy. High-humidity conditions exist, and the
moisture content may exceed 19 percent.
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