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<

Single Span Beams

Observation Table:



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Section TypeTypes of loadsLength of member (L)Breadth h(b)Depth (d)Weight (W)At a distance from section 'X'Bending Moment(Knm)Shear Force(Kn)Deflection (Delta)
Simply Supported1.U.D.L
2.Point Load
Fixed1.U.D.L
2.Eccentric Point Load
Cantiliver1.U.D.L
2.With an End Load
3.Concentrated Load

Uniform Varying
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Sl NoSection TypeTypes of loadsLength of member (L)Breadth h(b)Depth (d)Weight (W)At a distance from section 'X'Bending Moment(Knm)Shear Force(Kn)Deflection (Delta)
1Simply Supported1.U.D.L
2.Point Load
2Fixed1.U.D.L
2.Eccentric Point Load
3Cantiliver1.U.D.L
2.With an End Load
3.Concentrated Load

4Uniform Varying

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Column Analysis

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Section TypeType of jointsYoung's Modules(Ksi)Area of M.I(mm4)Length of Column(Ft)Boundary conditionsArea of cross section(A)Radious of Gyration(R)Critical Buckling Load
Column1.Pinned-Pinned column buckling load
Column2.Fixed-Fixed column buckling load
Column3.Fixed-Pinned buckling load
Column4.Fixed-Pinned column buckling load
Serial NumberSection TypeType of jointsYoung's Modules(Ksi)Area of M.I(mm4)Length of Column(Ft)Boundary conditionsArea of cross section(A)Radious of Gyration(R)Critical Buckling Load
1Column1.Pinned-Pinned column buckling load
2Column2.Fixed-Fixed column buckling load
3Column3.Fixed-Pinned buckling load
4Column4.Fixed-Pinned column buckling load

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Plates

-CASEPlate widthPlate lengthPlate thicknessModules of ElasticityPoisson's rationDeflection -Uniform Load -Concentrated force + Serial No.CASEPlate widthPlate lengthPlate thicknessModules of ElasticityPoisson's rationDeflection + 1Uniform Load +2Concentrated force




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