Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC%3D6m,CD3D6M,DE%3D6M). 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 A
Beam ABCDE is subjected to concentrated loads at C and D. A & E are fixed supported and B is roller supported (AB=9m,BC%3D6m,CD3D6M,DE%3D6M). 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 A
Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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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,BC3D6m,CD3D6M,DE%3D6m).
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 A](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5071ebd6-4b89-4269-bc5e-6d3e66c05201%2F353ee19f-8998-42fd-915a-3ae252c52883%2Fqt5pxa_processed.jpeg&w=3840&q=75)
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,BC3D6m,CD3D6M,DE%3D6m).
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 A
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