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Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-92 kN is located a distance a-3.7 meters from the hinge support and a distance of b-8.6 meters from the roller support. The beam has a right overhang equal to c-3.5 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the location of the point load (i.e. at point B)? Note: Only enter a positive value in the answer box.

Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-92 kN is located a distance a-3.7 meters from the hinge support and a distance of b-8.6 meters from the roller support. The beam has a right overhang equal to c-3.5 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the location of the point load (i.e. at point B)? Note: Only enter a positive value in the answer box.

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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Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-92 kN is locateda distance a-3.7 meters from the hinge support and a distance of b-8.6 meters from the roller support. The beam has a right overhang equal to c-3.5 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the location of the point load (i.e. at point B)? Note: Only enter a positive value in the answer box. B a b Question 15 Beam A-B-C-D is a W410x54 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-100 kN is located a distance a-5.6 meters from the hinge support and a distance of b-8.3 meters from the roller support. The beam has a right overhang equal to c-2.8 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the right end of the beam (i.e. at point D)? Note: Only enter a positive value in the answer box. A B b a
Transcribed Image Text:Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-92 kN is locateda distance a-3.7 meters from the hinge support and a distance of b-8.6 meters from the roller support. The beam has a right overhang equal to c-3.5 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the location of the point load (i.e. at point B)? Note: Only enter a positive value in the answer box. B a b Question 15 Beam A-B-C-D is a W410x54 with a modulus of elasticity of 200 000 MPa. It has hinge support at point A and a horizontal roller at point C. Point load P-100 kN is located a distance a-5.6 meters from the hinge support and a distance of b-8.3 meters from the roller support. The beam has a right overhang equal to c-2.8 meters from point C. Using the x-x properties of the beam, what is the magnitude of the vertical deflection in mm at the right end of the beam (i.e. at point D)? Note: Only enter a positive value in the answer box. A B b a
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