Use the AWC Special Design Provisions for Wind and Seismic, 2015 Edition and ASD procedures to answer the following question.A building with a non-structural interior wall is exposed to a transverse load of w = 210 lb/ft. The roof is sheathed with double-layer diagonal lumber sheathing. Is the diaphragm satisfactory in regard to the maximum diaphragm aspect ratio? Let L = 36 ft, a = 30 ft, b = 6 ft, be = 20 ft, and bi = 7 ft.

A single-story wood-frame building is exposed to a wind load of wU = 360 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 = 36 ft, b = 20 ft, and the height of the walls be 9 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 building with a non-structural interior wall is exposed to a transverse load of w = 215 lb/ft. The roof is sheathed with double-layer diagonal lumber sheathing. Is the diaphragm satisfactory in regard to the maximum diaphragm aspect ratio? Let L = 52 ft, a = 40 ft, b = 12 ft, be = 20 ft, and bi = 7 ft.

A single-story wood-frame building with an interior wall is exposed to a wind load of wU = 495 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 = 32 ft, a = 10 ft, b = 20 ft, and the height of the walls be 8.5 ft. If all of the walls are sheathed in the same manner and the allowable shear load of an anchor bolt parallel to the wall is 1,400 lb, would 4 anchor bolts be sufficient for the interior wall?

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 wind load of wU = 350 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 = 24 ft, b = 10 ft, and the height of the walls be 8 ft. Ignoring the effects of gravity loads, what is the net maximum uplift force at the base of the shear walls?

Determine the dowel bearing strength for a 1/2-in.-diameter bolt in Red Oak with the load applied perpendicular to grain.

Determine the reference withdrawal design value, W, for a smooth shank carbon steel nail or spike with a diameter of 0.283-in. driven into the side grain of a wood member with a specific gravity of 0.49 where the fastener axis is perpendicular to the wood fibers.

A single-story wood-frame building is exposed to a wind load of wU = 355 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 = 32 ft, b = 20 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 wind load of wU = 250 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 = 44 ft, b = 30 ft, and the height of the walls be 8 ft. Ignoring the effects of gravity loads, what is the net maximum uplift force at the base of the shear walls?

TRUE/FALSE: Menopause is seen as a beautiful transition to life, a move into wisdom, and/or a happy experience in the United States.