From 8a404a22c344d9fe9b7b2691b42093b698d22adf Mon Sep 17 00:00:00 2001 From: manuchandu111 Date: Wed, 24 Jun 2020 19:41:58 +0530 Subject: [PATCH 1/5] link was updated --- search-result.html | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) 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 @@ - + From 07a232f6bf5018f0c2c3032bc0899005f667da9c Mon Sep 17 00:00:00 2001 From: manuchandu111 Date: Fri, 26 Jun 2020 12:56:54 +0530 Subject: [PATCH 2/5] table modified --- src/lab/exp2/Manual.html | 12 ++++++------ 1 file changed, 6 insertions(+), 6 deletions(-) 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

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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
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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- \ No newline at end of file + From 0dafb9b7f62363fa1a2d1352b4c4e153b200d212 Mon Sep 17 00:00:00 2001 From: manuchandu111 Date: Fri, 26 Jun 2020 13:01:57 +0530 Subject: [PATCH 3/5] table modified --- src/lab/exp4/Manual.html | 12 ++++++------ 1 file changed, 6 insertions(+), 6 deletions(-) diff --git a/src/lab/exp4/Manual.html b/src/lab/exp4/Manual.html index 69c8b65..bf46159 100644 --- a/src/lab/exp4/Manual.html +++ b/src/lab/exp4/Manual.html @@ -101,11 +101,11 @@

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
sl.noSection 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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- \ No newline at end of file + From b3a0c65798f7743e8f5dba4fe2178f1b59eecacf Mon Sep 17 00:00:00 2001 From: manuchandu111 Date: Sun, 28 Jun 2020 16:06:49 +0530 Subject: [PATCH 4/5] search bar added --- src/lab/exp6/Manual.html | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/src/lab/exp6/Manual.html b/src/lab/exp6/Manual.html index 5f3e9bf..99c5322 100644 --- a/src/lab/exp6/Manual.html +++ b/src/lab/exp6/Manual.html @@ -49,14 +49,14 @@