The beam shown is constructed of normal-weight, 21-MPa concrete and Grade-60 reinforcement. It supports the factored load as shown. Given the cross sections at the points of maximum positive and negative moment, determine the bar cut-off locations. Consider bar lengths to be 7.5m only. Use Class A splice.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The beam shown is constructed of normal-weight, 21-MPa concrete and Grade-60 reinforcement. It supports the factored load as shown. Given the cross sections at the points of maximum positive and negative moment, determine the bar cut-off locations. Consider bar lengths to be 7.5m only. Use Class A splice.

300
2-25M
2-30M
10M stirrups
at 250 mm
o.c.
535
600
535
2-25M
2-30M
2 – 30M section
ФМп — 253 kNm
2 – 25M and 2 – 30M section
ФМи 3 308 КМm
Transcribed Image Text:300 2-25M 2-30M 10M stirrups at 250 mm o.c. 535 600 535 2-25M 2-30M 2 – 30M section ФМп — 253 kNm 2 – 25M and 2 – 30M section ФМи 3 308 КМm
55 kN/m
6 kN/m
A
B
|C
7.6 m
3.6 m
Transcribed Image Text:55 kN/m 6 kN/m A B |C 7.6 m 3.6 m
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