WDL 1.4k/ft, WLL = 1.8k/ft Assume #3 32 ft stirrups 24" 3" 60" 5 # 10 15" 6"

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 4-6: For beams and loads given, select stirrup spacings across the span iff'c = 3,500
psi normal weight concrete and fy = 60 ksi. The dead loads shown include beam weights. Do not
consider movement of live loads (assess only the given location of LL).
Transcribed Image Text:Problem 4-6: For beams and loads given, select stirrup spacings across the span iff'c = 3,500 psi normal weight concrete and fy = 60 ksi. The dead loads shown include beam weights. Do not consider movement of live loads (assess only the given location of LL).
WDL 1.4k/ft, WLL 1.8k/ft
Assume #3
32 ft
stirrups
24"
3"
60"
5 # 10
15"
6"
Transcribed Image Text:WDL 1.4k/ft, WLL 1.8k/ft Assume #3 32 ft stirrups 24" 3" 60" 5 # 10 15" 6"
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