A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a Y KN concentrated load at 2 m. from the wall and a uniformly distributed load of A kN/m throughout its length. #7 Calculate the moment (kN.m.) at the fixed end. #8 Calculate the shear (KN) at the fixed end. #9 What is the required moment of inertia (mm4) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa. Use: Y = 29 A= 8

A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a Y KN concentrated load at 2 m. from the wall and a uniformly distributed load of A kN/m throughout its length. #7 Calculate the moment (kN.m.) at the fixed end. #8 Calculate the shear (KN) at the fixed end. #9 What is the required moment of inertia (mm4) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa. Use: Y = 29 A= 8

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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