Given The Single Story Wood Frame Warehouse Shown In The Figure Is Subject To Wind Loads The Lateral Loads To Roof Dia 1 (67.78 KiB) Viewed 35 times
Given The Single Story Wood Frame Warehouse Shown In The Figure Is Subject To Wind Loads The Lateral Loads To Roof Dia 2 (55 KiB) Viewed 35 times
Given: The single-story wood frame warehouse shown in the figure is subject to wind loads. The lateral loads to roof diaphragm are provided. Roof sheathing sheathing and single floor; (Not Structural 1) of 3/8 in.; 24/16 span-rated sheathing, 8d nails. Using ASD design. Wu=W1 = 600 lb/ft.; Wu-W.= 840 lb/ft; 1. Check if the Design of the roof diaphragm, considering wind lateral forces in both directions is adequate: Show all your work. Show all criteria including design shears, load cases, tabulated shears, and nailing requirements etc. Show where blocking is located if needed in a well-designed plot of the roof plan. 2 Calculate the maximum chord forces for both lateral forces. 3. Calculate the chord forces at the ends of all headers and exterior wall openings. Plot the distribution of the collector force for each of the walls with openings. Compare the collector forces and the chord forces to determine the critical loading. 5. For the west wall, check if the shear wall is adequate if the sheathing is Structural 1, 15/32 in, 10d nails. Assume any other variables you need. 6. Also for the west wall, Assume the shear wall height is 10ft and the dead load is 35 psf, check for over turning moment. Determine the anchorage force needed to keep the shear wall stable from overturning if needed. Assume any other variables you may need 4.
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