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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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