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If a 2 meter cantilever beam is carrying 5 tons load at its free end, What is the value of moment at its support?

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تم إضافة السؤال من قبل Md Sultan , Quality Senior Assistant Manager , Banglalink/Vimpelcom ltd.
تاريخ النشر: 2014/01/23
Sanjit Roy
من قبل Sanjit Roy , Project Manager Construction , Qurum Business Group (QBG)

10 T-M

Fouad Lasheen
من قبل Fouad Lasheen , Design Manager , Khatib and Alami Consulting

Bending moment =10 Tonne.meter

NIRMAL  THOMAS
من قبل NIRMAL THOMAS , Quality Control Inspector , Kerala Infrastructure Investment Fund Board

Force x arm length =5x2=10T

a moment of 10T will be at free end

Radjiv Khasanov
من قبل Radjiv Khasanov , engineer of the first category (industrial and civil construction) , Geokompleks-M

M = L * Q = 2m. * 5ton = 10T-м

Nishaf Shamsudeen
من قبل Nishaf Shamsudeen , Senior Structural Engineer , CECONS Pvt. Ltd.

10Ton-meter moment. Point load of 5ton will create at the fixed end of a cantilever beam of span of 2meter have 5*2=10.

Umair Baig
من قبل Umair Baig , Senior Structural Engineer , Saudi Diyar Consultants

Support would be a fixed support and value woould be 10T-m (Force x moment arm)

Akim BOUROUGAA
من قبل Akim BOUROUGAA , Ingénieur structures Aéronautiques et spatiales , Alten

M=F*l

The moment on the support will be : 5*2=10t.m

Jincy Mariam  Rinu
من قبل Jincy Mariam Rinu , Structural Engineer / Facade Engineer , Permasteelisa Gartner Middle East L.L.C

10Tm moment at the fixed support.

Nayeemuddin Khaja
من قبل Nayeemuddin Khaja , Head of Civil/Structural (MOH) Section , Saudi Consolidated Engineering Co. Khatib & Alami

At the face of the support M = 10.00 t-m

Ryan Joseph Quebrar
من قبل Ryan Joseph Quebrar , Civil / Structural Engineer , MAB Consult

It is a Concentrated load with a value of5 tons on the free end of a2 meter cantilever.

If you are going to draw the shear and moment diagram, you will have a rectangular shape for shear where in the load goes down5 tons in the2 meter span. And a triangular shape for the moment to it's support.

Maximum Moment = Moment at the Support

 

Maximum Moment =5 tons *2 meter

Maximum Moment =10 tons.meter

 

 

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