A simple beam ABC having rectangular cross sections with constant height h and varying width a, supports a concentrated load Pacting at the midpoint (see the figure, ABC is beam of rectangular cross section. Consider only the bending stresses obtained from the flexure formula and disregard the weight of the beam ). P A B H H 2 2 ag How should the width a, vary as a function of æ in order to have a fully stressed beam? (Express a, in terms of the width ag at the midpoint of the beam) az

A simple beam ABC having rectangular cross sections with constant height h and varying width a, supports a concentrated load Pacting at the midpoint (see the figure, ABC is beam of rectangular cross section. Consider only the bending stresses obtained from the flexure formula and disregard the weight of the beam ). P A B H H 2 2 ag How should the width a, vary as a function of æ in order to have a fully stressed beam? (Express a, in terms of the width ag at the midpoint of the beam) az

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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