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An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The I-section has an l=24.4x10® mm and a modulus of elasticity equal to E=200GPA.

An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The I-section has an l=24.4x10® mm and a modulus of elasticity equal to E=200GPA.

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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6 kN/m +x 18 kN-m A В D 3.0 m- - 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A
Transcribed Image Text:6 kN/m +x 18 kN-m A В D 3.0 m- - 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A
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