Consider the timber beam shown below. The beam is made out of southern yellow pine, with an allowable bending stress of ?all= 2700 psi. The modulus of elasticity is E = 2,400 ksi. The maximum allowable deflection in the beam is 0.25 inches.

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Chapter1: Introduction
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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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Consider the timber beam shown below. The beam is made out of southern
yellow pine, with an allowable bending stress of ?all= 2700 psi. The
modulus of elasticity is E = 2,400 ksi. The maximum allowable deflection in
the beam is 0.25 inches.
A
1.5 kip/ft
6 ft
4 in.
h
B
(a) What are the boundary conditions for this beam?
(b) Determine the equation for the moment diagram using statics.
(c) Determine the depth of the beam necessary to meet the allowable
bending stress requirement.
Transcribed Image Text:Consider the timber beam shown below. The beam is made out of southern yellow pine, with an allowable bending stress of ?all= 2700 psi. The modulus of elasticity is E = 2,400 ksi. The maximum allowable deflection in the beam is 0.25 inches. A 1.5 kip/ft 6 ft 4 in. h B (a) What are the boundary conditions for this beam? (b) Determine the equation for the moment diagram using statics. (c) Determine the depth of the beam necessary to meet the allowable bending stress requirement.
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