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D = 55 lb/ft + (8 ft)(50 psf) = 455 lb/ft L = (8 ft)(80 psf) = 640 lb/ft Area of slab supported per foot of length by W24 × 35 ! 1 ft 0 in' Area supported by one beam (shaded) W24 x 55 w24 x 55 4 ft 0 in 4 ft 0 in w24 x 55 W24 x 55 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in

D = 55 lb/ft + (8 ft)(50 psf) = 455 lb/ft L = (8 ft)(80 psf) = 640 lb/ft Area of slab supported per foot of length by W24 × 35 ! 1 ft 0 in' Area supported by one beam (shaded) W24 x 55 w24 x 55 4 ft 0 in 4 ft 0 in w24 x 55 W24 x 55 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

The interior floor system shown in Figure 2.2 has W sections spaced 8 ft on
center and is supporting a floor dead load of 50 psf and a live floor load of 80 psf. Determine the governing load in lb/ft that each beam must support.

D = 55 lb/ft + (8 ft)(50 psf) = 455 lb/ft L = (8 ft)(80 psf) = 640 lb/ft Area of slab supported per foot of length by W24 × 35 ! 1 ft 0 in' Area supported by one beam (shaded) W24 x 55 w24 x 55 4 ft 0 in 4 ft 0 in w24 x 55 W24 x 55 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in
Transcribed Image Text:D = 55 lb/ft + (8 ft)(50 psf) = 455 lb/ft L = (8 ft)(80 psf) = 640 lb/ft Area of slab supported per foot of length by W24 × 35 ! 1 ft 0 in' Area supported by one beam (shaded) W24 x 55 w24 x 55 4 ft 0 in 4 ft 0 in w24 x 55 W24 x 55 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in 8 ft 0 in
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