Showing posts with label structure analysis. Show all posts
Showing posts with label structure analysis. Show all posts
Structure analysis handwritten notes
CONTENT
1. Basic Concepts 5-50
2. Statically Determinate Beams and Frames 51-54
3. Statically Determinate Truss 55-70
4. Influence Line Diagram 71-90
5. Statically Indeterminate Beams and Frames 91-122
6. Slope Deflection Method 123-146
7. Moment Distribution Method 147-184
8. Arch 185-204
9. Cable Structure 205-212
10. Matrix Analysis 213-228
11. Structural Dynamics 229-244
12. Additional Examples 245-273
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1. Basic Concepts 5-50
2. Statically Determinate Beams and Frames 51-54
3. Statically Determinate Truss 55-70
4. Influence Line Diagram 71-90
5. Statically Indeterminate Beams and Frames 91-122
6. Slope Deflection Method 123-146
7. Moment Distribution Method 147-184
8. Arch 185-204
9. Cable Structure 205-212
10. Matrix Analysis 213-228
11. Structural Dynamics 229-244
12. Additional Examples 245-273
Truss handwritten notes
There are four main assumptions made in the
analysis of truss
1 Truss members are connected together at their ends only.
2 Truss are connected together by frictionless pins.
3 The truss structure is loaded only at the joints.
4 The weights of the members may be neglected.
In given pdf of truss contains
Types of truss
Methods of analysis of truss
Truss – Example Problem
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1 Truss members are connected together at their ends only.
2 Truss are connected together by frictionless pins.
3 The truss structure is loaded only at the joints.
4 The weights of the members may be neglected.
 |
In given pdf of truss contains
Types of truss
Methods of analysis of truss
Truss – Example Problem
click here to download civil engineering books and pdf👈 CLICK HERE TO SEE CIVIL ENGINEER JOBS UPDATE 👈
CLICK HERE FOR ONLINE TEST👈👈👈👈
click here to download pdf of truss⏪⏪⏪
Stability Of structure
Stability of structure is following types :
External stability : For a structure to be stable externally minimum number of reaction is required is equal to three .Corresponding to three equilibrium equation ,we require a minimum of three reaction to kept the structure in stable condition .These three reaction must be non concurrent and non parallel .If the three reaction are parallel then rigid body translation takes place . If the three reaction are concurrent then rigid body rotation takes places.
External stability : It deals with support reaction .
Internal stability : It deals with the stability within the structure .
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If three reaction are present and structure becomes unstable because of their improper arrangement then it is called Geometrically unstable structure.
If without developing any stress ,if a body translate or rotates ,then it is called rigid body translation and rigid body rotation.
If a body undergoes rigid body translation and rigid body rotation then it is called a mechanism .Mechanism imply that structure is unstable.
Internal stability : it deals with the stability within the structure .
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