Structural Analysis, 5th Edition
5th Edition
ISBN: 9788131520444
Author: Aslam Kassimali
Publisher: Cengage Learning
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Chapter 13, Problem 18P
To determine
Calculate the support reactions for the given structure using method of consistent deformation.
Sketch the shear and bending moment diagrams for the given structure.
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2. A series of gears are mounted on a 40mm diameter steel shaft. Take G = 75 GPa.
(i) Draw the torque load diagram.
(ii) Determine the angle of twist of gear B relative to gear A.
(iii) Determine the maximum shear stress and it's location along the shaft.
600 N-m
900 N-m
200 mm
200 mm
200 mm
500 Nm
300 N·m
200 mm
500 N-m
1. The figure below shows a circular shaft with three sections. The length of each section is
50mm. (E 500 MPa).
=
(i) Draw the axial load diagram of the circular shaft.
(ii) Determine the average normal stress at points A, B and C.
(iii) Determine the maximum deformation and it's location along the shaft.
10 mm
5 mm
5 mm
B
300 N A 900 N
800 N C 200 N
02: For the gravity concrete dam shown in the figure, (the vertical stresses at toe and heel ((Pmax & Pmin) are
199 and 52 ton/m respectively.
following data are available:-
-Unit weight of concrete (ycone)-24 ton/m³
-Neglect Wave pressure, silt pressure, ice force and earth quake force.
#-0.65
Find factor of safety against sliding and overturning (F.Sslid & F.Sover)
AS
115 m
8 m
120 m
Solve with sketch on paper
Chapter 13 Solutions
Structural Analysis, 5th Edition
Ch. 13 - Prob. 1PCh. 13 - Prob. 2PCh. 13 - Prob. 3PCh. 13 - Prob. 4PCh. 13 - Prob. 5PCh. 13 - Prob. 6PCh. 13 - Prob. 7PCh. 13 - Prob. 8PCh. 13 - Prob. 9PCh. 13 - Prob. 10P
Ch. 13 - Prob. 11PCh. 13 - Prob. 12PCh. 13 - Prob. 13PCh. 13 - Prob. 14PCh. 13 - Prob. 15PCh. 13 - Prob. 16PCh. 13 - Prob. 17PCh. 13 - Prob. 18PCh. 13 - Prob. 19PCh. 13 - Prob. 20PCh. 13 - Prob. 21PCh. 13 - Prob. 22PCh. 13 - Prob. 23PCh. 13 - Prob. 24PCh. 13 - Prob. 25PCh. 13 - Prob. 26PCh. 13 - Prob. 27PCh. 13 - Prob. 28PCh. 13 - Prob. 29PCh. 13 - Prob. 30PCh. 13 - Prob. 31PCh. 13 - Prob. 32PCh. 13 - Prob. 33PCh. 13 - Prob. 34PCh. 13 - Prob. 35PCh. 13 - Prob. 36PCh. 13 - Prob. 37PCh. 13 - Prob. 38PCh. 13 - Prob. 39PCh. 13 - Prob. 41PCh. 13 - Prob. 42PCh. 13 - Prob. 43PCh. 13 - Prob. 44PCh. 13 - Prob. 45PCh. 13 - Prob. 46PCh. 13 - Prob. 47PCh. 13 - Prob. 48PCh. 13 - Prob. 49PCh. 13 - Prob. 50PCh. 13 - Prob. 51PCh. 13 - Prob. 52PCh. 13 - Prob. 53PCh. 13 - Prob. 54PCh. 13 - Prob. 55PCh. 13 - Prob. 56PCh. 13 - Prob. 57PCh. 13 - Prob. 58PCh. 13 - Prob. 59PCh. 13 - Prob. 60PCh. 13 - Prob. 61P
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