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. (a) (b) majum 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. ww 1000 50 kN 2 m For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member. M
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. (a) (b) majum 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. ww 1000 50 kN 2 m For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member. M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![(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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2c81f4b3-67f2-4bd5-9928-aedd7c882622%2F0a374862-c54e-45f9-80ba-3d253f85463d%2Fezlgmfe_processed.jpeg&w=3840&q=75)
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%2F0a374862-c54e-45f9-80ba-3d253f85463d%2Febep96a_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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