The simple beam ACB shown in the figure is subjected to a concentrated load P-30 kips and adistributed load q =3kips/ft acting at different parts.(1) Determine the reaction forces RA and Rc.(2) Draw the shear-force and bending-moment diagrams for this beam.,(3) Determine the location and magnitude of the maximum normal stress due to bending, ifthe section modulus of the beam is S.3 kips/ft30 kipsB6 ft3 ftM

Given: Distributed load (q)=3kips/ftConcentrated load (P)=30kips

The simple beam ACB shown in the figure is subjected to a concentrated load P 30 kips and a distributed load q =3kips/ft acting at different parts. (1) Determine the reaction forces Ra and Rc. A (2) Draw the shear-force and bending-moment diagrams for this beam., (3) Determine the location and magnitude of the maximum normal stress due to bending, if the section modulus of the beam is S. 3 kips/ft 30 kips в 6 ft 3 ft M

The simple beam ACB shown in the figure is subjected to a concentrated load P 30 kips and a distributed load q =3kips/ft acting at different parts. (1) Determine the reaction forces Ra and Rc. A (2) Draw the shear-force and bending-moment diagrams for this beam., (3) Determine the location and magnitude of the maximum normal stress due to bending, if the section modulus of the beam is S. 3 kips/ft 30 kips в 6 ft 3 ft M

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.10.7P: A cantilever beam AB of length L = 6.5 ft supports a trapezoidal distributed load of peak intensity...

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