2.3-7 A steel bar 2.4 m long has a circular cross section of diameter d, = 20 mm over one-half of its length and diam- eter d, = 12 mm over the other half (sce figure part a). The modulus of elasticity is E = 205 GPa. (a) How much will the bar elongate under a tensile load P = 22 kN? (b) If the same volume of material is made into a bar of constant diameter d and length 2.4 m, what will be the clongation under the same load P? (c) If the uniform axial centroidal load q = 18.33 kN/m is applied to the left over segment 1 (sce figure part b), find the ratio of the total elongation of the bar to that in parts (a) and (b). Įd1 = 20 mm Įd2 = 12 mm %3D P= 22 kN 1.2 m- -1.2 m (a) q = 18.33 kN/m [d1 = 20 mm |d2 = 12 mm P = 22 kN 1.2 m (b)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2.3-7 A steel bar 2.4 m long has a circular cross section of
diameter d, = 20 mm over one-half of its length and diam-
eter d, = 12 mm over the other half (sce figure part a). The
modulus of elasticity is E = 205 GPa.
(a) How much will the bar elongate under a tensile
load P = 22 kN?
(b) If the same volume of material is made into a bar
of constant diameter d and length 2.4 m, what will be the
clongation under the same load P?
(c) If the uniform axial centroidal load q = 18.33 kN/m
is applied to the left over segment 1 (sce figure part b), find
the ratio of the total elongation of the bar to that in parts
(a) and (b).
Įd1 = 20 mm
Įd2 = 12 mm
%3D
P= 22 kN
1.2 m-
-1.2 m
(a)
q = 18.33 kN/m
[d1 = 20 mm
|d2 = 12 mm
P = 22 kN
1.2 m
(b)
Transcribed Image Text:2.3-7 A steel bar 2.4 m long has a circular cross section of diameter d, = 20 mm over one-half of its length and diam- eter d, = 12 mm over the other half (sce figure part a). The modulus of elasticity is E = 205 GPa. (a) How much will the bar elongate under a tensile load P = 22 kN? (b) If the same volume of material is made into a bar of constant diameter d and length 2.4 m, what will be the clongation under the same load P? (c) If the uniform axial centroidal load q = 18.33 kN/m is applied to the left over segment 1 (sce figure part b), find the ratio of the total elongation of the bar to that in parts (a) and (b). Įd1 = 20 mm Įd2 = 12 mm %3D P= 22 kN 1.2 m- -1.2 m (a) q = 18.33 kN/m [d1 = 20 mm |d2 = 12 mm P = 22 kN 1.2 m (b)
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