has a diameter of 40 mm and 24 mm, respectively. A horizontal member AC carries a linearly distributed load of 10 kN/m and a point load of 30 kN is applied at B. The connection at A is illustrated in Detail I. For connection at C, the detail is shown in Detail II. Note: Show all the diagrams and assumptions. c) Determine the resultant force at pin A and the internal force in steel cable CD. d) Calculate the normal stress in cable CD having a radius of 12 mm. Determine the maximum shear stress at pin A and C. Calculate the normal strain in steel cable CD, if the loads applicd on the beam cause point C displaced 20 mm vertically. The original length for cable CD is 350 mm. D 30 kN Detail I 10 kN/m

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A steel cable CD is used to support horizontal member AC as shown in Figure 1. Pin A and C
has a diameter of 40 mm and 24 mm, respectively. A horizontal member AC carries a linearly
distributed load of 10 kN/m and a point load of 30 kN is applicd at B. The connection at A is
illustrated in Detail I. For connection at C, the detail is shown in Detail II.
Note: Show all the diagrams and assumptions.
c) Determine the resultant force at pin A and the internal force in steel cable CD.
d) Calculate the normal stress in cable CD having a radius of 12 mm.
Determine the maximum shear stress at pin A and C.
Calculate the normal strain in steel cable CD, if the loads applied on the beam cause point
C displaced 20 mm vertically. The original length for cable CD is 350 mm.
30 kN
Detail I
10 kN/m
30°
2 m
1 m
Detail II
A
B
Figure 1
Transcribed Image Text:A steel cable CD is used to support horizontal member AC as shown in Figure 1. Pin A and C has a diameter of 40 mm and 24 mm, respectively. A horizontal member AC carries a linearly distributed load of 10 kN/m and a point load of 30 kN is applicd at B. The connection at A is illustrated in Detail I. For connection at C, the detail is shown in Detail II. Note: Show all the diagrams and assumptions. c) Determine the resultant force at pin A and the internal force in steel cable CD. d) Calculate the normal stress in cable CD having a radius of 12 mm. Determine the maximum shear stress at pin A and C. Calculate the normal strain in steel cable CD, if the loads applied on the beam cause point C displaced 20 mm vertically. The original length for cable CD is 350 mm. 30 kN Detail I 10 kN/m 30° 2 m 1 m Detail II A B Figure 1
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