Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design
of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The
couple is positive if counterclockwise, negative if clockwise.
1.90 KN
0.69 m
2.27 m-
66°
A
1
L--x
490 N·m
1.34 KN
0.13 m
0.13 m
Transcribed Image Text:Question 4 of 15
A
rance is ± 1 in the 3rd
nt digit.
M =
R = i
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I
<
2.27 m-
L--x
490 N·m
8
kN•m
i+
PI
66°
1.34 KN
0.13 m
0.13 m
j) kN
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- 4.151 Determine the forces in members EF, BF. and BC.arrow_forwardy 7 m 60 kN 40 kN D B C B Cx 3 m 3 m Ax Az Av 4 m- Cy -Xarrow_forwardA load P will be supported by a structure consisting of a rigid bar ABCD, a polymer [E = 2,300 ksi; a = 2.9 x 10-6/°F] bar (1) and an aluminum alloy [E = 10,000 ksi; a = 12.5 x 10-6/°F] bar (2), as shown. Each bar has a cross-sectional area of 2.00 in.². The bars are unstressed when the structure is assembled at 30°F. After a concentrated load of P = 37 kips is applied and the temperature is increased to 100°F, determine the normal force in bar (1). 6 ft 2.5 ft B 3 ft C 8 ft 1.5 ft (2) Darrow_forward
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