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1. The deep beam shown below supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and struts, and design the tension tie. Use normal weight concrete and f'= 4000 psi and fy = 60,000 psi. 1450 kip 5'-9" 24 30° 10ft 36" 20'-3"

1. The deep beam shown below supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and struts, and design the tension tie. Use normal weight concrete and f'= 4000 psi and fy = 60,000 psi. 1450 kip 5'-9" 24 30° 10ft 36" 20'-3"

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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1. The deep beam shown below supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and struts, and design the tension tie. Use normal weight concrete and f'= 4000 psi and fy = 60,000 psi. 1450 kip 5' 9" 24" + 30" B 10ft 36" 20'-3"
Transcribed Image Text:1. The deep beam shown below supports a factored load of 1450 kips. The beam and columns are 24 in. wide. Draw a truss model neglecting the effects of stirrups and the dead load of the wall. Check the strength of the nodes and struts, and design the tension tie. Use normal weight concrete and f'= 4000 psi and fy = 60,000 psi. 1450 kip 5' 9" 24" + 30" B 10ft 36" 20'-3"
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