Given a beam with sections shown below and has a simple span of 5 m carries a superimposed uniform load of (5C + 30) kN/

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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 5c 30 Kn 1 (151.88 KiB) Viewed 32 times

Given a beam with sections shown below and has a simple span of 5 m carries a superimposed uniform load of (5C + 30) kN/m and a concentrated load of (10D + 15) 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. 4. Determine the distance from the neutral axis to the outer compression fiber. Determine the transformed moment of inertia at the neutral axis. Determine the design moment capacity of the beam. 5. 6. 100B mm 0000 30B mm 75 mm 25D mm xe ww71