Compute the immediate def load and live load on the be. Problem 12.3. The uniform supported beam on a span

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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12.3 Compute the immediate deflections due to dead
load and live load on the beam of the figure for
Problem 12.3. The uniformly loaded, simply
supported beam on a span of 29 ft must resist
maximum service load moments of 300 ft-kips
dead load and 500 ft-kips live load. Use
f= 4000 psi (n = 8) and f, = 40,000 psi.
18"
d = 36.25" 40"
2 #9
8 - #11
Problems 12.3, 12.10, and 12.11
12.10 Investigate the acceptability of the beam of
Problem 12.3 if the beam supports partitions
and other nonstructural construction likely to
be damaged by large deflections. Consider that
20% of the live load is sustained.
Transcribed Image Text:12.3 Compute the immediate deflections due to dead load and live load on the beam of the figure for Problem 12.3. The uniformly loaded, simply supported beam on a span of 29 ft must resist maximum service load moments of 300 ft-kips dead load and 500 ft-kips live load. Use f= 4000 psi (n = 8) and f, = 40,000 psi. 18" d = 36.25" 40" 2 #9 8 - #11 Problems 12.3, 12.10, and 12.11 12.10 Investigate the acceptability of the beam of Problem 12.3 if the beam supports partitions and other nonstructural construction likely to be damaged by large deflections. Consider that 20% of the live load is sustained.
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