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A simply-supported circular Molave beam, diameter 350 mm, is to be loaded with a 52.192 KN at the midspan for a cumulative period of about 25 years. Consider wet service condition. Lateral supports are provided at the ends only. The tabulated allowable bending stress Fb = 24.0 MPa and the tabulated modulus of elasticity E = 6540 MPa. Calculate the safe span of the beam considering all applicable adjustment factors.

A simply-supported circular Molave beam, diameter 350 mm, is to be loaded with a 52.192 KN at the midspan for a cumulative period of about 25 years. Consider wet service condition. Lateral supports are provided at the ends only. The tabulated allowable bending stress Fb = 24.0 MPa and the tabulated modulus of elasticity E = 6540 MPa. Calculate the safe span of the beam considering all applicable adjustment factors.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply-supported circular Molave beam, diameter 350 mm, is to be loaded with a 52.192 KN at the midspan for a cumulative period of about 25 years. Consider wet service condition. Lateral supports are provided at the ends only. The tabulated allowable bending stress Fb = 24.0 MPa and the tabulated modulus of elasticity E = 6540 MPa. Calculate the safe span of the beam considering all applicable adjustment factors.
Transcribed Image Text:A simply-supported circular Molave beam, diameter 350 mm, is to be loaded with a 52.192 KN at the midspan for a cumulative period of about 25 years. Consider wet service condition. Lateral supports are provided at the ends only. The tabulated allowable bending stress Fb = 24.0 MPa and the tabulated modulus of elasticity E = 6540 MPa. Calculate the safe span of the beam considering all applicable adjustment factors.
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