Reinforced concrete beams 300 mm wide and 500 mm deep are spaced 2.5 m on centers. Thebeams support a slab 100 mm thick carrying a superimposed dead load of 3 kPa and a live loadof 4.8 kPa. In the typical frame shown below, columns E and H are removed so that girder BEHKsupports beams DEF at E and GHI at H. Concrete weighs 24 kN/m³. Use 20mm bars and 10 mmstirrups. Concrete strength is f's = 21 MPa and steel yield strength fx= 275 MPa6 m6 mB.A2.5 mF2.5 mGH2.5 mKDesign the amount of reinforcement for a maximum positive moment in beam DEF.Present your answer in mm2 and the number of 20mm bars required. Consider T-beamaction if possible.Design the amount of reinforcement for a maximum negative moment in beamDEF. Present your answer in mm² and the number of 20mm bars required.Consider T-beam action if possible.

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Reinforced concrete beams 300 mm wide and 500 mm deep are spaced 2.5 m on centers. The beams support a slab 100 mm thick carrying a superimposed dead load of 3 kPa and a live load of 4.8 kPa. In the typical frame shown below, columns E and H are removed so that girder BEHK supports beams DEF at E and GHI at H. Concrete weighs 24 kN/m³. Use 20mm bars and 10 mm stirrups. Concrete strength is f's = 21 MPa and steel yield strength fy= 275 MPa 6 m 6 m B. ‚C А 2.5 m D E 2.5 m G 2.5 m K Design the amount of reinforcement for a maximum positive moment in beam DEF. Present your answer in mm2 and the number of 20mm bars required. Consider T-beam action if possible. • Design the amount of reinforcement for a maximum negative moment in beam DEF. Present your answer in mm2 and the number of 20mm bars required. Consider T-beam action if possible.

Reinforced concrete beams 300 mm wide and 500 mm deep are spaced 2.5 m on centers. The beams support a slab 100 mm thick carrying a superimposed dead load of 3 kPa and a live load of 4.8 kPa. In the typical frame shown below, columns E and H are removed so that girder BEHK supports beams DEF at E and GHI at H. Concrete weighs 24 kN/m³. Use 20mm bars and 10 mm stirrups. Concrete strength is f's = 21 MPa and steel yield strength fy= 275 MPa 6 m 6 m B. ‚C А 2.5 m D E 2.5 m G 2.5 m K Design the amount of reinforcement for a maximum positive moment in beam DEF. Present your answer in mm2 and the number of 20mm bars required. Consider T-beam action if possible. • Design the amount of reinforcement for a maximum negative moment in beam DEF. Present your answer in mm2 and the number of 20mm bars required. Consider T-beam action if possible.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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