A simply-supported circular Yakal 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 Yakal 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.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.3P
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Question
A simply-supported circular Yakal 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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