7,6 = 267mOwn. Since theForce 7 in the1042. A reinforced concrete beam 6 m long and perfectly re-strained at the ends is to carry a live load of 20 kN/m in addition to itsweight. Assuming dreinforcement, using f = 6 MPa, f,600 mm, design a beam with balanced-stress120 MPa, and n = 10. Allow 502400 kg/m³. (Use the hint in Problem 1041.)mm of concrete below the reinforcing steel. The density of concrete is1043.Ans. b = 219 mm; 4, 1100 mm²ced-stress

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1042. A reinforced concrete beam 6 m long and perfectly re- strained at the ends is to carry a live load of 20 kN/m in addition to its weight. Assuming d = 600 mm, design a beam with balanced-stress = 120 MPa, and n = 10. Allow 50 reinforcement, using f = 6 MPa, f, 2400 kg/m³. (Use the hint in Problem 1041.) mm of concrete below the reinforcing steel. The density of concrete is = 1100 mm² ced-stress 1043. Ans. b = 219 mm; A,

1042. A reinforced concrete beam 6 m long and perfectly re- strained at the ends is to carry a live load of 20 kN/m in addition to its weight. Assuming d = 600 mm, design a beam with balanced-stress = 120 MPa, and n = 10. Allow 50 reinforcement, using f = 6 MPa, f, 2400 kg/m³. (Use the hint in Problem 1041.) mm of concrete below the reinforcing steel. The density of concrete is = 1100 mm² ced-stress 1043. Ans. b = 219 mm; A,

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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