MENG222 Strength of material please I have report lab((Deflection Measurement for Simply Supported Beam))Please i need you write ^^^PROCEDURE^^^just PROCEDURE please helpe me for thatGIVE me good PROCEDURE thank you Useful Formulas;,b is width and d is thickness.12PL3P is load, L is length, and E is modulus of elasticity (steel=200GPA).8 =48EIL= 50cmResults and CalculationsDeflection (6)LoadTheoreticalErrorIncreasing Decreasing Average(mm)(P)DeflectionPercentage(mm)(mm) ObjectiveTo determine the deflection in a simply supported beam using the bending bar apparatus.IntroductionHorizontal loading, perpendicular to the longitudinal axis causes bending deformation ordeflection. The loading can be categorized as point central load, uniformly distributed load, oruniformly varying load. In a simply supported beam, the two supports react in the longitudinaland transverse directions.Figure I Simply Supported Beam without LoadL/2L/2Figure 2 Simply Supported Beam with Central LoadingTheoryBending MomentA bending moment is the reaction induced in a structural element when an extemal force ormoment is applied to the element causing the element to bend.DeflectionMeasure of deformation due to transverse loading is called deflection or verticaldeformation from initial point due to external load is called deflection. It is denoted by ô.

Bending bar apparatus It is an apparatus used to calculate the deflection of beams. The apparatus is…

MENG222 Strength of material please I have report lab ((Deflection Measurement for Simply Supported Beam)) Please i need you write ^^^PROCEDURE^^^ just PROCEDURE please helpe me for that GIVE me good PROCEDURE thank you

MENG222 Strength of material please I have report lab ((Deflection Measurement for Simply Supported Beam)) Please i need you write ^^^PROCEDURE^^^ just PROCEDURE please helpe me for that GIVE me good PROCEDURE thank you

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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