Based on the given values of dimensions and material parameters, the value of R can be calculated as kN; the value of the vertical reaction force at Support A can be calculated as kN; the value of the horizontal reaction force at Support A can be calculated as KN the absolute value of the reaction moment at Support A can be calculated as kN.m A propped cantilever beam is loaded by a bending moment of the magnitude Mã at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight h that are constant along the length of the beam L. The beam material's Young's modulus is Q. AY A MB X Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate o the value of the reaction forces at points A and B o the absolute value of the reaction bending moment at point A

Based on the given values of dimensions and material parameters, the value of R can be calculated as kN; the value of the vertical reaction force at Support A can be calculated as kN; the value of the horizontal reaction force at Support A can be calculated as KN the absolute value of the reaction moment at Support A can be calculated as kN.m A propped cantilever beam is loaded by a bending moment of the magnitude Mã at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight h that are constant along the length of the beam L. The beam material's Young's modulus is Q. AY A MB X Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate o the value of the reaction forces at points A and B o the absolute value of the reaction bending moment at point A

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.3.17P: -17 A cantilever beam AB is acted upon by a uniformly distributed moment (bending moment, not...

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