
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:The deep beam shown below supports a factored load of 1500 kips. Draw a truss model
neglecting the effects of stirrups and the dead load of the wall. Check the strength of the
nodes and structs and design the tension tie. Use 5 ksi normal-weight concrete and fy =
60 ksi.
Consider the overall beam height of 12 ft and the effective depth is approximately 11 ft
32"
6 ft
A
B
1500 kips
C
34 in
21 ft
D
28"
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