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) 2 m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka 6 m 10141 Next, calculate the fixed-end moment (FEM) for all members. 50 KN 2 m E For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.
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) 2 m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka 6 m 10141 Next, calculate the fixed-end moment (FEM) for all members. 50 KN 2 m E For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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)
2 m
2 m
50 kN/m
200 kN
6 m
Figure Q2: Frame
[Rajah Q2: Kerangka]
6 m
1041
Next, calculate the fixed-end moment (FEM) for all members.
50 KN
2m
E
For the case of no sway, calculate the value of stiffness (K) and distribution factor
(DF) for each member.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6bbc295c-e9a9-4a81-ac13-3c8b1352d47b%2F584d2483-126d-4db9-aaaf-bbf82fec6244%2Fm5isj7s_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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)
2 m
2 m
50 kN/m
200 kN
6 m
Figure Q2: Frame
[Rajah Q2: Kerangka]
6 m
1041
Next, calculate the fixed-end moment (FEM) for all members.
50 KN
2m
E
For the case of no sway, calculate the value of stiffness (K) and distribution factor
(DF) for each member.
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