Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 9, Problem 6P
To determine
Find the maximum positive and negative shears and the maximum positive and negative bending moments at point C.
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Q.2. A beam ABC with an overhang at one end
supports a uniform load of intensity 12 kN/m
and a concentrated load of magnitude 2.4 kN as
shown in figure (2). Draw the shear-force and
bending-moment diagrams for this beam.
12 kN/m
-1.6 m-
H
B
-1.6 m-
Fig. (2)
2.4 kN
1.6m
ic
Prob. 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
OB
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
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- Determine the shear and bending moment at point B of the beam shown in Fig. 5.4.arrow_forwardQ2arrow_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_forward
- For the beam shown, determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to concentrated live load of 150 kN, a uniformly distributed live load of 50 kN/m. The weight of the beam is 25kN/m. 5 m 6 m D m 4 m-arrow_forwardQ-1 The rigid frame shown in Fig.I is pinned at A and roller supported at D. For the given loading, determine the support reactions and draw the axial force, shear force and bending moment diagrams. 17.5 kN/m 4.5 m 112 kN в + 67.5 kN 6 m 4.5 m Fig.1 9 marrow_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
- determine the maximum positive and negative shears and the maximum positive and negative bending moments at point C due to a concentrated live load of 150 kN, a uniformly distributed live load of 50 kN/m, and a uniformly distributed dead load of 25 kN/marrow_forwardThe rigid frame shown in Fig.1 is pinned at A and roller supported at D. For the given loading, determine the support reactions and draw the axial force, shear force and bending moment diagrams. 17.5 kN/m C 4.5 m 112 kN- B 67.5 kN 6 m 4.5 m Fig.1 9 marrow_forwardProblem 5.13 please thanksarrow_forward
- Determine the vertical and horizontal components of the force at pins A,B, C and the reaction components at the fixed support D for the frame.arrow_forward706. For the propped beam shown in Fig. P-706, determine the reaction R and sketch the shear and moment diagrams. wo conjugate beam method Figure P-706 Rarrow_forward5.11: Determine the absolute maximum sh earing force and bending moment in a simply supported beam of 50 m span due to the series of four moving concentrated loads shown in Fig. P5.11. 20 kN 20 kN 30 kN 30 kN ↑ t my 6 m 6 m 50 m Figure P5.11arrow_forward
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