Problem 2 The beam section shown below is subjected to negative bending. The beam is constructed with normal weight concrete and Grade 60 steel reinforcement. The concrete cover is 1.5 in thick. No. 4 bars are used as ties (transverse reinforcement). Concrete cylinder compressive strength is fe' = 4500 psi. (1) Determine the cracking moment Mcr and corresponding curvature pcr. (2) Determine stress of beam bottom bars at Mcr- (3) Determine stress of beam top bars at Mcr. 2 No.8 I 2 No.6 10" 16

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please answer part 1,2,3
Problem 2
The beam section shown below is subjected to negative bending. The beam is constructed with normal
weight concrete and Grade 60 steel reinforcement. The concrete cover is 1.5 in thick. No. 4 bars are used
as ties (transverse reinforcement). Concrete cylinder compressive strength is fe' = 4500 psi.
(1) Determine the cracking moment Mcr and corresponding curvature pcr.
(2) Determine stress of beam bottom bars at Mcr-
(3) Determine stress of beam top bars at Mcr.
2 No.8
I
2 No.6
10"
16
Transcribed Image Text:Problem 2 The beam section shown below is subjected to negative bending. The beam is constructed with normal weight concrete and Grade 60 steel reinforcement. The concrete cover is 1.5 in thick. No. 4 bars are used as ties (transverse reinforcement). Concrete cylinder compressive strength is fe' = 4500 psi. (1) Determine the cracking moment Mcr and corresponding curvature pcr. (2) Determine stress of beam bottom bars at Mcr- (3) Determine stress of beam top bars at Mcr. 2 No.8 I 2 No.6 10" 16
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