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1- Use moment distribution method to determine the internal moments at the supports for the beam shown in Fig. a. El is constant. A. Consider each beam span to be constrained by fixed support at its far 15ft 4EI L end. K B. A. Consider each beam span to be constrained by fixed support at its far end, and, take 4EI 2EI advantage of the symmetry. KA = KcD L

1- Use moment distribution method to determine the internal moments at the supports for the beam shown in Fig. a. El is constant. A. Consider each beam span to be constrained by fixed support at its far 15ft 4EI L end. K B. A. Consider each beam span to be constrained by fixed support at its far end, and, take 4EI 2EI advantage of the symmetry. KA = KcD L

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 li. lii. t 9:18 Homework 2.pdf > 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 omework 2 1- Use moment distribution method to determine the internal moments at the supports for the beam shown in Fig, a. EI is constant. A. Consider each beam span to be 201 (a) constrained by fixed support at its far 4EI end. K = B. A. Consider each beam span to be constrained by fixed support at its far end, and, take 2EI 4EI advantage of the symmetry. KA = KcD = L. 2- Determine the moments at the fixed support A and joint 4k/ft D. Assume B is pinned. Consider each beam span to be constrained by fixed 12 ft 12 ft 4EI support at its far end. K = 12 ft 3- Determine the internal moments at the joints of the Sk/fm frame. There is a pin at E and D and a fixed support at 20 kT A. El is constant. Consider each beam span to be constrained by fixed 15 ft 4EI support at its far end. K = L (a) 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 II
Transcribed Image Text:%EA li. lii. t 9:18 Homework 2.pdf > 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 omework 2 1- Use moment distribution method to determine the internal moments at the supports for the beam shown in Fig, a. EI is constant. A. Consider each beam span to be 201 (a) constrained by fixed support at its far 4EI end. K = B. A. Consider each beam span to be constrained by fixed support at its far end, and, take 2EI 4EI advantage of the symmetry. KA = KcD = L. 2- Determine the moments at the fixed support A and joint 4k/ft D. Assume B is pinned. Consider each beam span to be constrained by fixed 12 ft 12 ft 4EI support at its far end. K = 12 ft 3- Determine the internal moments at the joints of the Sk/fm frame. There is a pin at E and D and a fixed support at 20 kT A. El is constant. Consider each beam span to be constrained by fixed 15 ft 4EI support at its far end. K = L (a) 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 II
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