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

For sawn lumber, the flat use factor would be used to determine which of the following adjusted design values? Select all that apply.

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 120 feet long by 20 feet tall and weighs 15 psf. Determine the seismic base shear, V, for the wall.Risk Category ISite Class DSS = 1.25, S1 = 0.75

A two-story building has the following characteristics. Determine the design earthquake spectral response acceleration parameter at short period, SD1, using ASCE 7-10.Risk Category ISite Class ASS = 0.75, S1 = 0.30

Determine the tension parallel to grain reference design value for 8 in. wide Select Structural visually graded Southern Pine dimension lumber.

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 15 ft, and the roof angle is 30 degrees. The basic wind speed provided by the local building authority is 120 mph. Assume that exposure category B is applicable and that the building is not located on a hill or an escarpment. Determine the velocity pressure, qh.

The dimensions for 4×6 standard dressed (S4S) sawn lumber is _______.

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 special reinforced masonry shear walls. A certain shear wall in the building is 80 feet long by 18 feet tall and weighs 90 psf. Determine the seismic base shear, V, for the wall.Risk Category IISite Class DSS = 0.25, S1 = 0.10

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 special reinforced concrete shear walls. A certain shear wall in the building is 120 feet long by 24 feet tall and weighs 100 psf. Determine the seismic base shear, V, for the wall.Risk Category ISite Class CSS = 0.75, S1 = 0.30

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 velocity pressure exposure coefficient, Kh.