(a) For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member. (b) Next, calculate the fixed-end moment (FEM) for all members.
(a) For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member. (b) Next, calculate the fixed-end moment (FEM) for all members.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:(c)
(d)
By developing the moment distribution table, calculate the moments at B, C and
D.
Solve for all support reactions for the frame and draw shear and moment diagram.
indah h
![Question 2
Frame ABCDE shown in Figure Q2 is supported by a fixed connection at B, roller at D
and pinned at A. The frame carries 200 kN horizontal point load acting at the middle of
member AC, 50 kN point load at point E and 50 kN/m uniform distributed load on
member BC. El is constant.
majum
(b)
2m
2 m
50 kN/m
200 kN
6 m
Figure Q2: Frame
[Rajah Q2: Kerangka]
6 m
D
Next, calculate the fixed-end moment (FEM) for all members.
w
1000
50 kN
(a)
For the case of no sway, calculate the value of stiffness (K) and distribution factor
(DF) for each member.
2 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2c81f4b3-67f2-4bd5-9928-aedd7c882622%2Fb704917b-2533-40d7-9498-8e3374f8f7c6%2Focpfm7o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 2
Frame ABCDE shown in Figure Q2 is supported by a fixed connection at B, roller at D
and pinned at A. The frame carries 200 kN horizontal point load acting at the middle of
member AC, 50 kN point load at point E and 50 kN/m uniform distributed load on
member BC. El is constant.
majum
(b)
2m
2 m
50 kN/m
200 kN
6 m
Figure Q2: Frame
[Rajah Q2: Kerangka]
6 m
D
Next, calculate the fixed-end moment (FEM) for all members.
w
1000
50 kN
(a)
For the case of no sway, calculate the value of stiffness (K) and distribution factor
(DF) for each member.
2 m
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