X = 212B = 1 Situation #6CE Board Nov. 2017A cantilever beam projects 2.8 m from the faceof a wall. The beam is subjected to a X KNconcentrated load at 2 m. from the wall and auniformly distributed load ofB kN/mthroughout its length.#35 Calculate the moment (kN.m.) at the fixedend.#36 Calculate the shear (kN) at the fixed end.#37 What is the required moment of inertia(mm4) of the beam to limit deflection at thefree end to 1/300 of span? E = 200 GPa.

Given: X = 215 kN B = 1 kN/m E = 200 Gpa To find: 1) The moment at the fixed end 2) The shear at…

Situation #6 CE Board Nov. 2017 A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a X KN concentrated load at 2 m. from the wall and a uniformly distributed load of B B kN/m throughout its length. #35 Calculate the moment (kN.m.) at the fixed end. #36 Calculate the shear (kN) at the fixed end. #37 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.

Situation #6 CE Board Nov. 2017 A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a X KN concentrated load at 2 m. from the wall and a uniformly distributed load of B B kN/m throughout its length. #35 Calculate the moment (kN.m.) at the fixed end. #36 Calculate the shear (kN) at the fixed end. #37 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.

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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