Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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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
The continuous beam ABC, Fig.2, is fixed at A and pinned at C with a roller support
at B. The point loads of 30 KN and 20 kN act at the midpoints of AB and BC
respectively. Use the method of consistent deformations to determine the reaction
components and draw the shear force and bending moment diagrams for the beam.
(constant EI).
AH
F
30 kN
↓
12m
20 kN
12m
Fig.2
Chapter 9 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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- 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. 4arrow_forward1. Shown in Figure 1 is a beam subjected to varying loadings and a point load. 12 kN 3kN/m 6 kN/m a) Determine the magnitude and direction of the force equivalent to the forcing system. Specify its location on the beam from point B. A 5m b) Calculate for the support reactions at A and B. Fig. Iarrow_forwardQ2:A uniform live load of 10kN/m and a single live concentrated force of 30 kN are placed on the top beams shown in figure(2). If the beams also support a uniform dead load of 4kN/m, determine (a) the maximum positive shear in midspan panel (BC) of the girder, (b) live load maximum positive moment in the girder at (C),(c)maximum reaction at support(B).. Assume support at B is a roller and support at D is a pin. AI IC 4) :- Fig.2arrow_forward
- PROBLEM 2 For the beam shown, determine the reactions at A, B and D. At B, C and D is a pin and at A is a fixed support. The uniformly varying load has an intensity of .6 k/ft. 13k 6.k qk -3k -6k/4 11 D g 8² g² 15arrow_forward5/111 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_forward
- The 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_forwardProb. 4.3-13. The solid circular shaft in Fig. P4.3-13 is sub- jected to a distributed external torque that varies linearly from intensity of to per unit of length at x = 0 to zero at x = L. The shaft has a diameter d and shear modulus G and is fixed to a rigid wall at x = 0. (a) Determine an expression for the maximum (cross-sectional) shear stress in the shaft as a function of the distance x from the left end. (b) Deter- mine an expression for the total angle twist, d. at the free end. The shear modulus of elasticity is G. C to -t(x) P4.3-13 OBarrow_forwardPROBLEM 4.15 4.16 Find the reactions at A and B for the beam shown. The uni- formly distributed load of 1 kip/ft includes the weight of the beam. 2 kips/ft I kip/ft 16 10arrow_forward
- Prob. 4.3-10. The solid circular shaft of diameter d in Fig. P4.3-10a has a twist rate of dø/dx = 0, under the action of the torque T. If the solid shaft is replaced by a tubular shaft with a ratio of outside diameter to inside diameter of d./d, = 1.2 but weighing the same as the solid shaft (Fig. P4.3-10b), by what percentage would the torque have to be increased in order to produce the same twist rate 0, in the tubular shaft? De © P4.3-9 and P4.3-10 (b) To d₂arrow_forward333. Determine the reactions R1 and R, of the beam in Fig. P-333 loaded with a concentrated load of 1600 ib and a load varying from zero to an intensity of 400 lb per ft.arrow_forwardFor the propped beam shown in Fig. the maximum positive bending moment. 1400 N/m 2 m determine the prop reaction and 3 marrow_forward
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