WD = 1.5 kip/ft + weight of beam ↓ ↓ ↓ ↓ 6.5 ft Live load, PL Live load, PL Stirrups 5 No. 6 rebars 2 ft 14 in 11 ft 23.5 in. 26 in.
WD = 1.5 kip/ft + weight of beam ↓ ↓ ↓ ↓ 6.5 ft Live load, PL Live load, PL Stirrups 5 No. 6 rebars 2 ft 14 in 11 ft 23.5 in. 26 in.
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Question
The cantilever beam shown below supports a uniform service (unfactored) dead load
of 1.5 kip/ft plus its own self weight, plus two unknown concentrated service
(unfactored) live loads, as shown. The concrete has f’c = 6,000 psi and the steel yield
strength is 60 ksi.
a. Determine the design mopment capacity .
b. Set-up the factored applied bending moment equation. .
c. Calculate maximum safe concentrated live load that the beam may carry.

Transcribed Image Text:WD = 1.5 kip/ft +
weight of beam
↓ ↓ ↓ ↓
6.5 ft
Live load,
PL
Live load,
PL
Stirrups
5 No. 6 rebars
2 ft
14 in
11 ft
23.5 in.
26 in.
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