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4- Determine the moment at B, then draw the moment diagram for each member of the frame. Assume the support at A is fixed and Cis pinned. El is constant.

4- Determine the moment at B, then draw the moment diagram for each member of the frame. Assume the support at A is fixed and Cis pinned. El is constant.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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%EA ll. lii. t 9:18 Homework 2.pdf > IEORY OF STRUCTURE I COURSE BY SHAHO AL-BRZINJI, B.Sc., M.Sc., CIVIL ENGINEERING Page No. 1 iversity of Anbar, College of Engineering, Civil Engineering Department. eory of Structures II, Course 2020-2021 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES Displacement Method of Analysis: Moment Distribution Method 2 KN/m 4. Determine the moment at B, then draw the moment diagram for each member of the frame. Assume the support at A is fixed and C is pinned. El is constant. 20 k 5. Determine the moments at the supports, then 8ft -8 ft draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 29(10) ksi. LAn = 800 in 6 ft Iac = 1200 in -15k 6 ft IEOF II >
Transcribed Image Text:%EA ll. lii. t 9:18 Homework 2.pdf > IEORY OF STRUCTURE I COURSE BY SHAHO AL-BRZINJI, B.Sc., M.Sc., CIVIL ENGINEERING Page No. 1 iversity of Anbar, College of Engineering, Civil Engineering Department. eory of Structures II, Course 2020-2021 ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES Displacement Method of Analysis: Moment Distribution Method 2 KN/m 4. Determine the moment at B, then draw the moment diagram for each member of the frame. Assume the support at A is fixed and C is pinned. El is constant. 20 k 5. Determine the moments at the supports, then 8ft -8 ft draw the moment diagram. The members are fixed connected at the supports and at joint B. The moment of inertia of each member is given in the figure. Take E = 29(10) ksi. LAn = 800 in 6 ft Iac = 1200 in -15k 6 ft IEOF II >
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