STRUCTURAL ANALYSIS (LL)
6th Edition
ISBN: 9780357030967
Author: KASSIMALI
Publisher: CENGAGE L
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Question
Chapter 9, Problem 5P
To determine
Find the maximum upward vertical reaction and the maximum counterclockwise reaction moment at support A.
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Prob. 1.4-15. Determine the internal resultants FG, VG,
and Me on the cross section at G of the horizontal frame
member in Fig. P1.4-15. The uniformly distributed load on
member AC has a magnitude w, = 3.2 kN/m. (See the inset
for a definition of the resultants.)
60°
B
1 m
G
B
0.5 m 0.5 m
MG
VG
FG
G
P1.4-15 and P2.2-16
WO
CIT
1.2 m
D-+
0.6 m
0.1: Figure Q.1. shows an overhanging beam AD supported at A and C and, uniformly
distributed loads of 150 N/m and 250 N/m plus the couple of magnitude 2500 N- m are
subjected to the beam. Determine the reactions at A and C, then draw the shearing force and
bending moment diagrams.
250 N/m
150 N/m
B
2500 N.m
3 m 3 m -3 m-
RA
Rc
4. Determine the reaction at support A for the
cantilever beam as shown in Figure 4. If the
couple moment at point B is moved to point C,
would it affects the reaction at Point A?
D.
12kN
A
OkNm,
10KN
60°
4m
Fig. 4
Chapter 9 Solutions
STRUCTURAL ANALYSIS (LL)
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- 5/111 Calculate the support reactions at A and B for the beam subjected to the two linearly varying load distributions. 6 kN/m 2 kN/m 4 kN/m A В 4 m 6 marrow_forward1. Determine the magnitude of the pin reaction at B considering that member BD is a two-force member (with B. and B,) for the system below. a. Vertical pin reaction at B in Ib. b. Vertical pin reaction at A in Ib. C. Horizontal pin reaction at B in Ib. 3.95 ft B A 2.50 ft 325 lb Darrow_forwardThe beam ABC, Fig.2, is fixed at A and roller supported at B. Use the method of consistent deformations to determine the reaction components, and draw the shear force and bending moment diagrams for the beam. (constant El) 15 kN/m MIM Fig.2 7m 7m Barrow_forward
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