A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a 30 kN concentrated load at 2 m. from the wall and a uniformly distributed load of 16 kN/m throughout its length. Calculate the moment (kN.m.) at the fixed end. a) 113.97 kN.m c) 122.72 kN.m b) 106.38 kN.m d) 135.38 kN.m @Calculate the shear (kN) at the fixed end. a) 43.5 kN c) 74.8 kN b) 63.2 kN d) 54.2 KN What is the required moment of inertia (mm) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa. a) 1:34 x 108 mm² b) 2.18 x 108 mmª c) 2.54 x 108 mm² d) 3.26 x 108 mm²

A cantilever beam projects 2.8 m from the face of a wall. The beam is subjected to a 30 kN concentrated load at 2 m. from the wall and a uniformly distributed load of 16 kN/m throughout its length. Calculate the moment (kN.m.) at the fixed end. a) 113.97 kN.m c) 122.72 kN.m b) 106.38 kN.m d) 135.38 kN.m @Calculate the shear (kN) at the fixed end. a) 43.5 kN c) 74.8 kN b) 63.2 kN d) 54.2 KN What is the required moment of inertia (mm) of the beam to limit deflection at the free end to 1/300 of span? E = 200 GPa. a) 1:34 x 108 mm² b) 2.18 x 108 mmª c) 2.54 x 108 mm² d) 3.26 x 108 mm²

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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