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Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E O 500KNM O -500KNM O -100KNM O -300KNM o o ol

Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD=6m,DE=6m). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E O 500KNM O -500KNM O -100KNM O -300KNM o o ol

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD36m,DE3D6%). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E O 500KNM O -500KNM O -100KNM O -300KNM oooo
Transcribed Image Text:Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC=6m,CD36m,DE3D6%). 100KN concentrated load is acting at C and D. The span AB has a moment of inertia which is 1/2 of the moment of inertia of span BE. E is constant (use moment distribution method 1cycle) Solve moment at E O 500KNM O -500KNM O -100KNM O -300KNM oooo
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