A three hinged carries uniformly distributed load of 16+X kN/m and incline concentrated load of 32+Y kN. This arch is supported with pinned support at A and roller support at B. To ensure the stability of the arch, a tie is attached to a point between member BC and at the end member at point A as shown in the figure. X=0, Y=5 (a) Find the vertical reaction, VA and Vn at supports. (b) Find the tension in cable tie. (c) Determine shear, normal and moment forces at point D and E (3 m from support A) 32+Y kN 16+X kN/m 40 E D 6 m 1m 7 m 3 m 5 m
A three hinged carries uniformly distributed load of 16+X kN/m and incline concentrated load of 32+Y kN. This arch is supported with pinned support at A and roller support at B. To ensure the stability of the arch, a tie is attached to a point between member BC and at the end member at point A as shown in the figure. X=0, Y=5 (a) Find the vertical reaction, VA and Vn at supports. (b) Find the tension in cable tie. (c) Determine shear, normal and moment forces at point D and E (3 m from support A) 32+Y kN 16+X kN/m 40 E D 6 m 1m 7 m 3 m 5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:QUESTION I
A three hinged carries uniformly distributed load of 16+X kN/m and incline concentrated load of
32+Y kN. This arch is supported with pinned support at A and roller support at B. To ensure the
stability of the arch, a tie is attached to a point between member BC and at the end member at point
A as shown in the figure.
(a)
Find the vertical reaction, VA and Va at supports. X=0, Y=5
(b)
Find the tension in cable tie.
(c)
Determine shear, normal and moment forces at point D and E (3 m from support A)
32+Y kN
16+X kN/m
40
E
D
6 m
7 m
3 m
5 m
1m
Figure QI
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