02/1A simply supported reinforced concrete beam of rectangular cross section (800 mm* 400 mm) with span of10 m as shown in Fig. 2. The beam supports a uniform dead load of 25 kN/m and a uniform live load of40 kN/m. Use Ø20 mm bars for tension and compression reinforcement. Design the beam to carry thegiven loads. Assume f' 25MPa, fy 650 MPa, Y=24 kN/m', cover3100mm and d'=65 mmFig.210.0 m

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02LA simply supported reinforced concrete beam of rectangular cross section (800 mm* 400 mm) with span of 10 m as shown in Fig. 2. The beam supports a uniform dead load of 25 kN/m and a uniform live load of 40 kN/m. Use 020 mm bars for tension and compression reinforcement. Design the beam to carry the given loads. Assume f'c-25MPA, fy 650 MPa, y=24 kN/m', cover=100mm and d'=65 mm Fig.2 10.0 m

02LA simply supported reinforced concrete beam of rectangular cross section (800 mm* 400 mm) with span of 10 m as shown in Fig. 2. The beam supports a uniform dead load of 25 kN/m and a uniform live load of 40 kN/m. Use 020 mm bars for tension and compression reinforcement. Design the beam to carry the given loads. Assume f'c-25MPA, fy 650 MPa, y=24 kN/m', cover=100mm and d'=65 mm Fig.2 10.0 m

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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