Problem 41 (CE May 1996) A simple beam has a span of 5 m. The maximum moment in the beam is 69 kN- m. The allowable bending stress is 138 MPa. The required section modulus is; A. 50 x 103 mm B. 500 x 10° mm2 C. 5000 x 10° mm D. 50000 x 10° mm3

Structural Analysis
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Chapter2: Loads On Structures
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Problem 41 (CE May 1996)
A simple beam has a span of 5 m. The maximum moment in the beam is 69 kN-
m. The allowable bending stress is 138 MPa. The required section modulus is;
A. 50 x 103 mm
B. 500 x 10° mm
C. 5000 x 10° mm
D. 50000 x 10° mm3
Transcribed Image Text:Problem 41 (CE May 1996) A simple beam has a span of 5 m. The maximum moment in the beam is 69 kN- m. The allowable bending stress is 138 MPa. The required section modulus is; A. 50 x 103 mm B. 500 x 10° mm C. 5000 x 10° mm D. 50000 x 10° mm3
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