diff --git a/search-result.html b/search-result.html index 8c88a78..e966eb7 100755 --- a/search-result.html +++ b/search-result.html @@ -39,7 +39,7 @@ - + diff --git a/src/lab/exp2/Manual.html b/src/lab/exp2/Manual.html index cca996f..0b5d8b0 100644 --- a/src/lab/exp2/Manual.html +++ b/src/lab/exp2/Manual.html @@ -101,11 +101,11 @@

Single Span Beams

- - - - - + + + + +
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
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

Read More @@ -220,4 +220,4 @@

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