Determine unfactored dead load and live load on roof beam

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Reference no: EM13300735

A beam is spaced c/c 10ft and of length 35ft and below are other details: show step by step how to do it and viz;

Roof loads

Dead

Deck =2 psf

Insulation =2 psf

Mechanical =4 psf

Ceiling= 3 psf

Roofing =14 psf

Framing= 6 psf

Live (roof) =20 psf

(Roof live load controls over snow and rain loadings)

Live load reduction is not permitted on the roof

Determine the unfactored dead load and live load on a typical interior roof beam, sketch the loading on the beam, and draw the shear and moment diagrams for the beam assuming the beam is simply-supported.

a. Distribute the specified loading assuming two-way action

b. Distribute the specified loading assuming one-way action

Reference no: EM13300735

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