A beam is made using structural timber C24. The beam is 6 meters long and fixed against displacement at node A and restrained against displacement in the vertical direction at node B, as indicated on the sketch. Modulus of elasticity of C24 is 0,7x105 N/mm2. The beam has cross-sectional data bxh = 73 x 198mm2. The beam is supported by a uniformly distributed load q= 4 kN/m between junction A and B. beams self-weight must be neglected in the calculations a) Calculate the bearing reactions of the beam for the given external load action. b) Establish a moment and shear diagram for the beam. c) Calculate the transverse displacement of node C.
A beam is made using structural timber C24. The beam is 6 meters long and fixed against displacement at node A and restrained against displacement in the vertical direction at node B, as indicated on the sketch. Modulus of elasticity of C24 is 0,7x105 N/mm2. The beam has cross-sectional data bxh = 73 x 198mm2. The beam is supported by a uniformly distributed load q= 4 kN/m between junction A and B. beams self-weight must be neglected in the calculations a) Calculate the bearing reactions of the beam for the given external load action. b) Establish a moment and shear diagram for the beam. c) Calculate the transverse displacement of node C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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TEXT:A beam is made using structural timber C24. The beam is 6 meters long and fixed
against displacement at node A and restrained against displacement in the vertical direction at node B,
as indicated on the sketch. Modulus of elasticity of C24 is 0,7x105 N/mm2. The beam has cross-sectional data bxh = 73 x 198mm2. The beam is supported by a uniformly distributed load q= 4 kN/m between junction A and B. beams self-weight must be neglected in the calculations
a) Calculate the bearing reactions of the beam for the given external load action.
b) Establish a moment and shear diagram for the beam.
c) Calculate the transverse displacement of node C.
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