Working stress design method 3/ By using the working stress design method find the maximum flexural moment can be carried by the cross sections of reinforced concrete beams of details shown in Figures a,b, and. Use fs=165 MPa, fc=12.5 MPa and n=8.
Working stress design method 3/ By using the working stress design method find the maximum flexural moment can be carried by the cross sections of reinforced concrete beams of details shown in Figures a,b, and. Use fs=165 MPa, fc=12.5 MPa and n=8.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Working stress design method
3/ By using the working stress design method find the maximum flexural moment can be
carried by the cross sections of reinforced concrete beams of details shown in Figures a,b,
and. Use fs=165 MPa, fc-12.5 MPa and n=8.
100mm
200mm
3025mm
400 mm -
C
500 mm -
250 mm
4020mm
b
100 mm
400mm
150 mm
500 mm
75 mm
75 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb68ee1a4-239c-49bd-b7c3-80c63e994bca%2Fab70dc81-037c-4dc5-94ed-cd7815abf2f0%2Fng3nnqr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Working stress design method
3/ By using the working stress design method find the maximum flexural moment can be
carried by the cross sections of reinforced concrete beams of details shown in Figures a,b,
and. Use fs=165 MPa, fc-12.5 MPa and n=8.
100mm
200mm
3025mm
400 mm -
C
500 mm -
250 mm
4020mm
b
100 mm
400mm
150 mm
500 mm
75 mm
75 mm
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