A building with a non-structural interior wall and an opening is exposed to a transverse load of w = 205 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the collector force at the edge of the opening (point A)? Let L = 56 ft, a = 40 ft, b = 16 ft, be = 40 ft, and bi = 13 ft, bo = 15.5 ft.

A building with a non-structural interior wall and an opening is exposed to a transverse load of w = 215 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the collector force at the edge of the opening (point A)? Let L = 42 ft, a = 30 ft, b = 12 ft, be = 30 ft, and bi = 10 ft, bo = 12.5 ft.

A nailed shear connection is fabricated with 3/4-in. bolts and lumber that has a moisture content of 20 percent. The lumber remains above 20 percent while the connection is in service. What wet service factor, CM, should be used?

Determine the reference withdrawal design value, W, for a smooth shank carbon steel nail or spike with a diameter of 0.12-in. driven into the side grain of a wood member with a specific gravity of 0.59 where the fastener axis is perpendicular to the wood fibers.

A building with a non-structural interior wall is exposed to a transverse load of w = 355 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the roof diaphragm unit shear? Let L = 52 ft, a = 40 ft, b = 12 ft, be = 30 ft, and bi = 10 ft.

A withdrawal connection is fabricated with lag screws and lumber that has a moisture content of 19 percent. The lumber remains below 11 percent while the connection is in service. What wet service factor, CM, should be used?

A single-story wood-frame building is exposed to a wind load of wU = 205 lb/ft. For simplicity, assume this load was determined from the load combinations, i.e. do not apply the load combinations to it, and that the building has no windows or doors. Let L = 52 ft, b = 30 ft, and the height of the walls be 9.5 ft. What is the unit shear in the shear walls?

Use the AWC Special Design Provisions for Wind and Seismic, 2015 Edition and ASD procedures to answer the following question.A single-story wood-frame building is exposed to a seismic load of wU = 285 lb/ft. For simplicity, assume this load was determined from the load combinations, i.e. do not apply the load combinations to it, and that the building has no windows or doors. Let L = 48 ft, b = 30 ft, and the height of the walls be 9.5 ft. The walls are sheathed with 3/8-in.-thick particalboard sheathing and 6d nails spaced every 6 in. around the panel edges. Is this design adequate for the load?

Determine the reference withdrawal design value, W, for a lag screw with a diameter of 1/2-in. inserted in the side grain of a wood member with a specific gravity of 0.68 where the fastener axis is perpendicular to the wood fibers.

A building with a non-structural interior wall is exposed to a transverse load of w = 225 lb/ft. Assume this load was determined from the load combinations, i.e. do not apply the load combinations to it. What is the roof diaphragm unit shear? Let L = 44 ft, a = 30 ft, b = 14 ft, be = 30 ft, and bi = 10 ft.