Problem 2: A simple roof beam with a span 30 ft has a tributary width of...

Problem 2: A simple roof beam with a span 30 ft has a tributary width of 5 ft. The nominal loads that act on the roof system are shown below. Using the ASCE 7 Strength Design load combinations determine the factored design load in the beam (plf). Show all load combination calculations and identify the controlling load combination and resulting design values for positive and negative moment (±Mu) and shear (Vu).

Nominal Loads

Roof Live Load 20 psf

Snow Load 26 psf

Roof Vertical Wind Load -16psf

+5 psf

Roof Rain Load 12 psf

Roof Vertical Earthquake Load ±8 psf

Roof Dead Load Maximum 25 psf

Roof Dead Load Minimum 18 psf

Expert Solution

Ally Wells answered 1 year ago

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