A buit-in cantilever beam with a hollow rectangular cross-section is subjected to a uniformly distributed load as shown in Figure Q1 below. Which of the following statements best describes the shear force variation along the length, in the x direction, using the sign conventions provided in lectures? Figure Q1 For the same beam and loading case in Figure Q1, which of the following best describes Iha most agocoodata method for finding the vertical deflection for any point along its length? Oa Use the Tresca criterion. Ob.Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation - and then use double integration. O. Apply Euler's theory of buckling. O d. Apply Castigliano's theorem. Oe. Form an equation for the bending moment as a function of x and then use double integration (Macaulay notation is NOT required for this problem). OF. None of the provideod answers are correct.

A buit-in cantilever beam with a hollow rectangular cross-section is subjected to a uniformly distributed load as shown in Figure Q1 below. Which of the following statements best describes the shear force variation along the length, in the x direction, using the sign conventions provided in lectures? Figure Q1 For the same beam and loading case in Figure Q1, which of the following best describes Iha most agocoodata method for finding the vertical deflection for any point along its length? Oa Use the Tresca criterion. Ob.Form an equation for the bending moment as a function of x - writing some terms using Macaulay notation - and then use double integration. O. Apply Euler's theory of buckling. O d. Apply Castigliano's theorem. Oe. Form an equation for the bending moment as a function of x and then use double integration (Macaulay notation is NOT required for this problem). OF. None of the provideod answers are correct.

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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