Problem 4 Consider a No 2 Hem-Fir that is fully braced to prevent lateral-torsional buckling. Bending occurs about the s

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Problem 4 Consider a No 2 Hem-Fir that is fully braced to prevent lateral-torsional buckling. Bending occurs about the s

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Problem 4 Consider A No 2 Hem Fir That Is Fully Braced To Prevent Lateral Torsional Buckling Bending Occurs About The S 1
Problem 4 Consider A No 2 Hem Fir That Is Fully Braced To Prevent Lateral Torsional Buckling Bending Occurs About The S 1 (36.08 KiB) Viewed 15 times
Problem 4 Consider a No 2 Hem-Fir that is fully braced to prevent lateral-torsional buckling. Bending occurs about the strong axis. The member is a 2 x 10 roof joist that is 16 in. on center which directly supports roof sheathing. Loads are due to (D+S) (LRPD: 1.2D+ 1.65) Determine the ASD and LRFD reference and adjusted design values for bending and shear. Problem 5 Consider a No 2 Hem-Fir that is fully braced to prevent lateral-torsional buckling. Bending occurs about the strong axis. The member is a 4 x 6 floor beam at 4 ft on center. Loads are (D+ L) (LRFD: 1.2D+1.6L) with L from occupancy. High-humidity conditions exist, and the moisture content may exceed 19 percent. Determine the ASD and LRFD reference and adjusted design values for bending and shear.
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