A simply supported beam is loaded as shown in the figure. Determine the critical spacing provided the details bellow. f'c- 27.6 MPa fy- 415 MPa fyt - 275 MPa Unit weight of concrete - 23.544 kN/cu.m shear reinforcement - 10 mm main reinforcement - 20 mm h- 600 mm b- 400 mm Cc - 50 mm PIDL) - 52 kN P(LL) - 31 kN W(DL) - 21 kN/m WILL) - 9.5 kN/m Note: 1. Use simplified calculation. 2. Round off to a value divisible by 25 for spacing. 3. Design the shear of the critical section only. P (kn) P (kn) Wo (kN/m) + 2.0m 1.5m 2.5m

A simply supported beam is loaded as shown in the figure. Determine the critical spacing provided the details bellow. f'c- 27.6 MPa fy- 415 MPa fyt - 275 MPa Unit weight of concrete - 23.544 kN/cu.m shear reinforcement - 10 mm main reinforcement - 20 mm h- 600 mm b- 400 mm Cc - 50 mm PIDL) - 52 kN P(LL) - 31 kN W(DL) - 21 kN/m WILL) - 9.5 kN/m Note: 1. Use simplified calculation. 2. Round off to a value divisible by 25 for spacing. 3. Design the shear of the critical section only. P (kn) P (kn) Wo (kN/m) + 2.0m 1.5m 2.5m

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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