diff --git a/src/lab/List of experiments.html b/src/lab/List of experiments.html index 305b2d8..6edd09c 100644 --- a/src/lab/List of experiments.html +++ b/src/lab/List of experiments.html @@ -1,55 +1,130 @@ - - - - - - - - + + + + + + + + + + + + Welcome to Virtual Labs - A MHRD Govt of india Initiative - - - - - - - - - - - + + + + + + + + + + - - - - - -
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Civil EngineeringStructural Analysis Lab →List Of Experiments

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Rigid Joints

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- Types of Joints
-All the structural members in framed buildings or trusses must be adequately connected together so that the applied loads are transferred safely to the ground surface. The types of connection or joints are basically divided into two: stiff and pinned joint.

-Stiff Joint
-This type of joint considered to have fixity at the point of connection and is rigid as it is sometimes called a rigid joint. The feature is that the flexure of one member meets at the joint has an effect on the other members. If it is perfectly stiff, then the angle between the members remains unaltered while rotation takes place.

-Pinned Joint
-It is sometimes called a hinged joint. As an example, many roof trusses and bridges are constructed using the pinned joint principles. These joints allow relative movement of the members and they cannot resist bending moments, unlike in stiff joints. Nowadays bolting and riveting are more common used, although the members cannot move relatively to one another, at some degree of rotation were allowed in practice. This is due to to the elasticity of the system and deformations of the members are relatively very small as this the common practice of assuming all joints in a truss to be pinned. -




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+ Civil Engineering + →Structural Analysis Lab + →List Of Experiments
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+ +

Rigid Joints

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+

+ Types of Joints
+ All the structural members in framed buildings or trusses must + be adequately connected together so that the applied loads are + transferred safely to the ground surface. The types of + connection or joints are basically divided into two: stiff and + pinned joint.

+ Stiff Joint
+ This type of joint considered to have fixity at the point of + connection and is rigid as it is sometimes called a rigid + joint. The feature is that the flexure of one member meets at + the joint has an effect on the other members. If it is + perfectly stiff, then the angle between the members remains + unaltered while rotation takes place.

+ Pinned Joint
+ It is sometimes called a hinged joint. As an example, many + roof trusses and bridges are constructed using the pinned + joint principles. These joints allow relative movement of the + members and they cannot resist bending moments, unlike in + stiff joints. Nowadays bolting and riveting are more common + used, although the members cannot move relatively to one + another, at some degree of rotation were allowed in practice. + This is due to to the elasticity of the system and + deformations of the members are relatively very small as this + the common practice of assuming all joints in a truss to be + pinned. +




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+ Civil Engineering + →Structural Analysis Lab + →List Of Experiments
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Single Span Beams

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Observation Table:

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S.No.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)
1Simply Supported1.U.D.L
2.Point Load
2Fixed1.U.D.L
2.Eccentric Point Load
3Cantiliver + 1.U.D.L
2.With an End Load
3.Concentrated + Load

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4Uniform Varying
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Column Analysis

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Observation Table:

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+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
S.No.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
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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