What is the moment of inertia, Ixx, about the X-X axis for 5-1/2 in. x 20 in. Western Species glulams?

A 3 x 10 rafter frames into a 3 x 4 stud wall. The load is a combination of PD = 180 lb and PS = 660 lb. Consider the D + S load combination. Determine the ASD actual bearing stress fc⊥ in the top plate of the wall.

Determine the volume factor, Cv, for a 3.125” x 21” Douglas Fir glulam that is 24 feet long and simply supported.

For deflection calculations, the adjusted modulus of elasticity Ex’ for a hardwood glulam beam 14F-V1 with ASD load combination (D + 0.6W), over 16% moisture content, and a constant temperature of 140°F is _______.

Determine the ASD adjusted design compression strength perpendicular to grain, Fc⊥’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:wD = 200 lb/ftwLr = 180 lb/ftLoad combination:D + LrSpan:L = 11 ftMember size:4 x 8Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the ASD adjusted design bending strength, Fb’, for the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 520 lbPLr = 2,400 lbLoad combination:D + LrSpan:L = 12 ftMember size:4 x 10Stress grade and species:No. 1 & Better Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Determine the volume factor, Cv, for a 3.125” x 21” Douglas Fir glulam that is 34 feet long and simply supported.

For glulams, the curvature factor would be used to determine which of the following adjusted design values? Select all that apply.

Determine the maximum actual bending stress in the following beam. Assume normal temperatures, bending about the strong axis, and no incising. Ignore the weight of the beam.Load:PD = 600 lbPLr = 1,760 lbLoad combination:D + LrSpan:L = 14 ftMember size:4 x 12Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC < 19 percentLive load deflection limit:Allow. Δ ≤ L/360

Use the Simplified Alternative Procedure in ASCE 7-10 Chapter 12, Section 12.14 to answer this question. Assume that the building meets the limitations described therein. A two-story building with the following characteristics has a building frame system consisting of steel and concrete composite special shear walls. A certain shear wall in the building is 120 feet long by 20 feet tall and weighs 80 psf. Determine the seismic base shear, V, for the wall.Risk Category IISite Class BSS = 0.75, S1 = 0.30