Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Nominal Diameter
Approximate Weight
Effective Area
Table 2-1
Ultimate Load
Properties of steel
cables'
N/m
mm
mm?
kN
12
6.1
76.7
102
20
13.9
173
231
25
24.4
304
406
38.5
481
641
32
55.9
697
930
948
1260
44
76.4
1650
1230
50
99.8
"To be used solely for solving problems in this book.
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Transcribed Image Text:Nominal Diameter Approximate Weight Effective Area Table 2-1 Ultimate Load Properties of steel cables' N/m mm mm? kN 12 6.1 76.7 102 20 13.9 173 231 25 24.4 304 406 38.5 481 641 32 55.9 697 930 948 1260 44 76.4 1650 1230 50 99.8 "To be used solely for solving problems in this book.
2.2-4 A steel cable with a nominal diameter of
25 mm (see Table 2-1) is used in a construction yard
to lift a bridge section weighing 38 kN, as shown in
the figure. The cable has an effective modulus of elas-
ticity E = 140 GPa.
%3D
(a) If the cable is 14 m long, how much will it
stretch when the load is picked up?
(b) If the cable is rated for a maximum load of
70 kN, what is the factor of safety with respect
to failure of the cable?
PROBLEM 2.2-4
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Transcribed Image Text:2.2-4 A steel cable with a nominal diameter of 25 mm (see Table 2-1) is used in a construction yard to lift a bridge section weighing 38 kN, as shown in the figure. The cable has an effective modulus of elas- ticity E = 140 GPa. %3D (a) If the cable is 14 m long, how much will it stretch when the load is picked up? (b) If the cable is rated for a maximum load of 70 kN, what is the factor of safety with respect to failure of the cable? PROBLEM 2.2-4
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