QUESTION I - DOUBLE INTEGRATION METHODA consultancy firm is designing a canopy as shown below in Q. I. a, to provide shelter for theentrance of a building. The roof consists of a plain lightweight concrete cast over a steel deckingand is placed on Universal Beams (UB). The roof is subjected to a live load caused by driftingsnowed which is assumed to be trapezoidal. The idealized beam considering the lightweightconcrete, steel decking and snow are shown in Q. 2. b. The initial beam selected has a momentof inertia, I = 2841 cm*, and a modulus of elasticity, E = 200 GPa. Design codes specify themaximum deflection should not exceed A,= L/360 where L is the span of the beam in mm.Determine whether the maximum deflection of the beam is less than the permissibledeflection. If it is more than the permissible deflection recommend a minimum moment ofinertia in cm' that will meet the design codes specifications.-Snow load-Lightweight concrete cast over steel decking-Universal BeamQ. I90 kN/m70 kN/mAVB3.0 m

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Determine whether the maximum deflection of the beam is less than the permissible deflection. If it is more than the permissible deflection recommend a minimum moment of inertia in cm' that will meet the design codes specifications.

Determine whether the maximum deflection of the beam is less than the permissible deflection. If it is more than the permissible deflection recommend a minimum moment of inertia in cm' that will meet the design codes specifications.

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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