A uniform bar weighs 10 kN, carries is suspended Compute its 16. Refer to figure 7. vertically from elongation. Use E=200 GPa. a. 17.329 mm one end. It a load of 175 kN. FIGURE 7 b. 15.279 mm c. 10.681 mm d. 12.252 mm L=12m D=30mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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to figure 7.
end.
uniform bar weighs 10
is suspended
16.
Refer
kN,
load of 175 kN. Compute its
A
vertically from
elongation. Use E=200 GPa.
a. 17.329 mm
b. 15.279 mm
c. 10.681 mm
d. 12.252 mm
one
It carries
a
FIGURE 7
L-12m
D=30mm
Transcribed Image Text:to figure 7. end. uniform bar weighs 10 is suspended 16. Refer kN, load of 175 kN. Compute its A vertically from elongation. Use E=200 GPa. a. 17.329 mm b. 15.279 mm c. 10.681 mm d. 12.252 mm one It carries a FIGURE 7 L-12m D=30mm
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