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Breyer 4.31. Determine the LRFD nominal and adjusted design values and adjusted design resistances for the...

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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