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Submitted To: Submitted By:
Md. Yasin Md. Rifat Bin Ahmed Majumdar
Lecturer,Dept. Of Civil Engineering ID: BCE 1402002207
Sonargaon University Section B3
SONARGAON UNIVERSITY
 There are three types of support system.These are:
1.Fixed Support(Has 3 Reactions)
2.Hinge/Pin Support(Has 2 Reactions)
3.Roller Support(Has 1 Reactions)
 Beam classification based on supports:
1.Simply Supported Beam:
2.Fixed Supported Beam:
3.Cantilever Beam:
4.Overhanging beam:
5.Continuous Beams:
6.Propped Cantilever Beam:
 Name of methods for the analysis of indeterminate structures:
1.Moment distribution method
2.Slope deflection method
3.Matrix method
 Stiffness (direct) method or displacement method
 Flexibility Method or force method
4.Column Analogy Method
5.The Method of Consistent Deformation
 Formula for Determination of Degree of Static Indeterminacy(DOSI):
o For Frame and Beam n=3m+r-3j
o For Truss n=m+r-2j
Here,
m= number of members
r=number of reaction
j=number of joint
 Example 1: Determine DOSI for the following structure:
Solution:
We know,
For frame structure n =3m+r-3j
So now,
n=3x3+4-3x4
n=9+4-12
∴ Dosi = 1
Example 2: Determine DOSI for the following structure:
Solution:
We know,
For frame structure n =3m+r-3j
So now,
n=3x6+4-3x6
n=22-18
∴ Dosi = 4
Example 3: Determine DOSI for the following structure:
Solution:
We know,
For beam structure n =3m+r-3j
So now,
n=3x1+5-3x2
n=8-6
∴ Dosi = 2
Example 3: Determine DOSI for the following truss structure:
Solution:
We know,
For truss structure n =m+r-2j
So now,
n=21+4-2x12
n=1
∴ Dosi = 1

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Structural Analysis & Design

  • 1. Submitted To: Submitted By: Md. Yasin Md. Rifat Bin Ahmed Majumdar Lecturer,Dept. Of Civil Engineering ID: BCE 1402002207 Sonargaon University Section B3 SONARGAON UNIVERSITY
  • 2.  There are three types of support system.These are: 1.Fixed Support(Has 3 Reactions) 2.Hinge/Pin Support(Has 2 Reactions) 3.Roller Support(Has 1 Reactions)  Beam classification based on supports: 1.Simply Supported Beam: 2.Fixed Supported Beam:
  • 3. 3.Cantilever Beam: 4.Overhanging beam: 5.Continuous Beams: 6.Propped Cantilever Beam:  Name of methods for the analysis of indeterminate structures: 1.Moment distribution method 2.Slope deflection method 3.Matrix method  Stiffness (direct) method or displacement method  Flexibility Method or force method 4.Column Analogy Method 5.The Method of Consistent Deformation
  • 4.  Formula for Determination of Degree of Static Indeterminacy(DOSI): o For Frame and Beam n=3m+r-3j o For Truss n=m+r-2j Here, m= number of members r=number of reaction j=number of joint  Example 1: Determine DOSI for the following structure: Solution: We know, For frame structure n =3m+r-3j So now, n=3x3+4-3x4 n=9+4-12 ∴ Dosi = 1
  • 5. Example 2: Determine DOSI for the following structure: Solution: We know, For frame structure n =3m+r-3j So now, n=3x6+4-3x6 n=22-18 ∴ Dosi = 4 Example 3: Determine DOSI for the following structure: Solution: We know, For beam structure n =3m+r-3j So now, n=3x1+5-3x2 n=8-6 ∴ Dosi = 2
  • 6. Example 3: Determine DOSI for the following truss structure: Solution: We know, For truss structure n =m+r-2j So now, n=21+4-2x12 n=1 ∴ Dosi = 1
  翻译: