THE BEAMSSHOWN IN FIGURES (a) AND (b)HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fy=400 MPaAND IS SUBJECTED TO A POSITIVE BENDING MOMENT Mu=140KN-m.  5.IS THE BEAM SAFE TOCARRY THE LOAD?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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THE BEAMSSHOWN IN FIGURES (a) AND (b)HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fy=400 MPaAND IS SUBJECTED TO A POSITIVE BENDING MOMENT Mu=140KN-m. 

5.IS THE BEAM SAFE TOCARRY THE LOAD?

600
600
- As'=1000mm²
As'=1000mm²
N.A.
N.A.
· As=1000mm²
100
As=1000mm?
100
As=1000mm?
100
- As=1000mm²
100
Note: units
for dimension
is mm.
FIGURE (a) SINGLY REINFORCED BEAM
FIGURE (b) DOUBLY REINFORCED BEAM
Transcribed Image Text:600 600 - As'=1000mm² As'=1000mm² N.A. N.A. · As=1000mm² 100 As=1000mm? 100 As=1000mm? 100 - As=1000mm² 100 Note: units for dimension is mm. FIGURE (a) SINGLY REINFORCED BEAM FIGURE (b) DOUBLY REINFORCED BEAM
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