A beam with the following cross section is constructed with concrete of compressive strength of 5,000 psi and three fiberglass reinforcing bars that have a cross sectional area of 0.15 in.² The bars are elastic with a modulus of 7,800 ksi until they fail in a brittle manner at a strain of 1.8%. a. Estimate the mode of failure for the beam. Is it desirable? Justify your answer. b. Calculate the nominal moment capacity. c. What strength reduction factor would you use to calculate the factored design moment? 8" 12" 000 10"
A beam with the following cross section is constructed with concrete of compressive strength of 5,000 psi and three fiberglass reinforcing bars that have a cross sectional area of 0.15 in.² The bars are elastic with a modulus of 7,800 ksi until they fail in a brittle manner at a strain of 1.8%. a. Estimate the mode of failure for the beam. Is it desirable? Justify your answer. b. Calculate the nominal moment capacity. c. What strength reduction factor would you use to calculate the factored design moment? 8" 12" 000 10"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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