The cross-section of a short-reinforced beam is shown in Figure 1. Calculate: 2.1 The stress in the concrete and the stress in the steel if an axial load of 500 kN is applied to the column. 2.2 The force exerted on each material. 2.3 The change in length of the column, if it is 1.5 m long. Assume that the bond between the steel and the concrete is sufficient to prevent slip. Given: E for steel = 210 GPa E for concrete = 14 GPa 4 steel bars of diameter 25 mm each (4425 mm) as reinforcements. 200 mm 250 mm

The cross-section of a short-reinforced beam is shown in Figure 1. Calculate: 2.1 The stress in the concrete and the stress in the steel if an axial load of 500 kN is applied to the column. 2.2 The force exerted on each material. 2.3 The change in length of the column, if it is 1.5 m long. Assume that the bond between the steel and the concrete is sufficient to prevent slip. Given: E for steel = 210 GPa E for concrete = 14 GPa 4 steel bars of diameter 25 mm each (4425 mm) as reinforcements. 200 mm 250 mm

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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