Use the MWFRS Envelope Procedure in ASCE 7-10 Chapter 28, Part 1 to answer this question. Assume that the building meets the conditions described therein. You have been tasked with designing an open building. The mean roof height is 20 ft, and the roof angle is 20 degrees. The basic wind speed provided by the local building authority is 145 mph. Assume that exposure category C is applicable and that the building is not located on a hill or an escarpment. Determine the external pressure coefficient GCpf on Zone 4 for Load Case A.

What is the format conversion factor, KF, for the strength of a connection?

What is the resistance factor, φ, for the minimum modulus of elasticity of a member?

What is the resistance factor, φ, for the compression strength parallel to grain of a member?

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 bearing wall system consisting of light-frame (cold-formed steel) walls sheathed with wood structural panels rated for shear resistance. A certain shear wall in the building is 100 feet long by 22 feet tall and weighs 15 psf. Determine the seismic base shear, V, for the wall.Risk Category ISite Class DSS = 0.25, S1 = 0.10

What is the size factor, CF, for the bending strength of No. 1 visually graded dimension lumber, except Southern Pine, that is 4 in. wide and 2 in. thick?

What is the section modulus, Sxx, about the X-X axis for 4 x 8 dimension lumber?

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

A two-story building has the following characteristics. Determine the design earthquake spectral response acceleration parameter at short period, SDS, using ASCE 7-10.Risk Category IIISite Class DSS = 1.25, S1 = 0.75

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 = 1,600 lbLoad combination:D + LrSpan:L = 12 ftMember size:4 x 6Stress grade and species:No. 1 Douglas Fir-LarchUnbraced length:lu = 0Moisture content:MC > 19 percentLive load deflection limit:Allow. Δ ≤ L/360