A steel bar, 300 mm long and 24 mm diameter, is turned down to 18 mm diameter for one third of its length. It is heated 30°C above room temperature, clamped at both end and then allowed to cool to room temperature. If the distance between the clamps is unchanged, the maximum stress in the bar (a = 12.5x10-° per °C & E=200 GN/m2 is) %3D (a) 25 MN/m² (b) 50 MN/m2 (s) (c) 75 MN/m² (d) 100 MN/m2 47

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A steel bar, 300 mm long and 24 mm diameter,
is turned down to 18 mm diameter for one third
of its length. It is heated 30°C above room
temperature, clamped at both end and then
allowed to cool to room temperature. If the distance
between the clamps is unchanged, the maximum
stress in the bar
a = 12.5x10per °C & E=200 GN/ m² is)
%3D
(a) 25 MN/m2
(b) 50 MN/m
(c) 75 MN/m2
(d) 100 MN/m²
(0)
47
Transcribed Image Text:A steel bar, 300 mm long and 24 mm diameter, is turned down to 18 mm diameter for one third of its length. It is heated 30°C above room temperature, clamped at both end and then allowed to cool to room temperature. If the distance between the clamps is unchanged, the maximum stress in the bar a = 12.5x10per °C & E=200 GN/ m² is) %3D (a) 25 MN/m2 (b) 50 MN/m (c) 75 MN/m2 (d) 100 MN/m² (0) 47
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