Given a beam with sections shown below and has a simple span of 5 m carries a superimposed uniform load of 50 kN/m and a

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Given A Beam With Sections Shown Below And Has A Simple Span Of 5 M Carries A Superimposed Uniform Load Of 50 Kn M And A 1 (118.28 KiB) Viewed 40 times

Given a beam with sections shown below and has a simple span of 5 m carries a superimposed uniform load of 50 kN/m and a concentrated load of 85 kN at the midspan. Concrete weighs 23.6 kN per cubic meter. The allowable concrete strength is 9.315 MPa and allowable steel strength is 124 MPa. The beam is reinforced with 4-20 mm at the bottom. a. Determine the distance from the neutral axis to the outer compression fiber. b. Determine the transformed moment of inertia at the neutral axis. c. Determine the design moment capacity of the beam. 800 mm 0000 240 mm 75 mm 175 mm →→ 875 mm