MAY 30 For the truss shown below disregarding the weight of the structure: 20 KN All vertical members All horizontal membe not to scale (a) Calculate the left and right support reactions for the truss. For side reaction, provide the magnitude and direction of the ho vertical components. (b) Using the method of joints or method of sections, calculate the members a, b, c, d, e, f, and g. For non-zero forces, stat compression for each member. 45° 10 KN P
MAY 30 For the truss shown below disregarding the weight of the structure: 20 KN All vertical members All horizontal membe not to scale (a) Calculate the left and right support reactions for the truss. For side reaction, provide the magnitude and direction of the ho vertical components. (b) Using the method of joints or method of sections, calculate the members a, b, c, d, e, f, and g. For non-zero forces, stat compression for each member. 45° 10 KN P
Chapter2: Loads On Structures
Section: Chapter Questions
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Question 1
2
For the truss shown below disregarding the weight of the structure:
20 kN
!!!
SVE
bonding dood back
3
4
off
01
5
then
MAY
30
45⁰
All vertical members 1.5 m long
All horizontal members 3.0 m long
not to scale
a
(a)
Calculate the left and right support reactions for the truss. For the left hand
side reaction, provide the magnitude and direction of the horizontal and
vertical components.
(b)
Using the method of joints or method of sections, calculate the forces in the
members a, b, c, d, e, f, and g. For non-zero forces, state tension or
compression for each member.
W
3,141593
w
X
P
(A)
NANNA
10 kN
J
A ABC Mon 30 May 11:21 PM
Inbox X
) Calcu X
I с
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