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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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