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) mimm 2 m 2m 50 kN/m 200 kN 6 m C Figure Q2: Frame [Rajah Q2: Kerangka] 6 m D Next, calculate the fixed-end moment (FEM) for all members. 50 KN 2m For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
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
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
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
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

Blurred answer
Knowledge Booster
Members with compression and bending
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning