Grathfas A cantlever AB o erath lm carries afromklev.uniformly distributed load, wNm fefired end A to the free end B. Te thecantilever Consista a horizontalthicknees lomm andwith 120mm as shown in fhe below,plars plate4figurecalculate the total permiseiblé diafribteload,wif the meximum bending Stress isnot exceeding 10OMH/mt. Ignore thegrore teweight a the tlefeIm120mm

we have above data we have to find permissible load w

4.as A cantilever AB aroth ln carries a Uniformly distabuted load, WHIM from R fErid end A to the end B. If the free cantilever Consista d a horizontal plars plate 4 thick nes lomm and with 120mm as shewn in the fiaure below calculate the total permiseible diafribte load,wif the meximum bending Strees is Ignore below, nat exceeding looMN/m. tee serght Hhe tlafe: Im 120mm

4.as A cantilever AB aroth ln carries a Uniformly distabuted load, WHIM from R fErid end A to the end B. If the free cantilever Consista d a horizontal plars plate 4 thick nes lomm and with 120mm as shewn in the fiaure below calculate the total permiseible diafribte load,wif the meximum bending Strees is Ignore below, nat exceeding looMN/m. tee serght Hhe tlafe: Im 120mm

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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