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For the structures shown in figure, calculate.
1 (a) i)
Static indeterminacy.
3 M
1 (a) ii)
Kinematic indeterminacy (neglecting axial deformation for flexural members)
3 M
1 (b)
Determine the horizontal displacement of joint D of the rigid jointed plane frame as shown in figure, due to change of temperature of member surfaces. Consider depth of all the member as 500mm. Take αt=12×10-6/°C.
10 M
1 (c)
Determine the shape factor for the triangular section as shown in figure
4 M
2 (a)
Analysis the rigid joined plane frame as shown in figure, using moment distribution Method. Draw BMD,SFD and elastic curve.
10 M
2 (b)
Analyse the beam by three moment theorem and Draw B.M.D
10 M
3 (a)
Analysis the rigid joined plane frame as shown in figure, using slope deflection method. Draw BMD,SFD and deflected shape.
12 M
3 (b)
A two hinged parabolic arch of span-20 meter and rise 4 meter carries uniformly distributed load of 40kN/m on right half span find the reaction at the supports and deaw BMD.
8 M
4 (a)
Analysis the rigid joined plane frame as shown in figure, using Flexibility Method. Draw BMD,SFD and deflected shape.
12 M
4 (b)
Analysis the beam by flexibility method and draw BMD.
8 M
5 (a)
Analysis the rigid joined plane frame as shown in figure, using stiffness Method. Draw BMD, SFD and deflected shape.
12 M
5 (b)
Calculate the plastic moment capacity required for the continuous beam with working load as shown in figure.
8 M
6 (a)
Analysis pin joined plane frame shown in figure and calculate the forces in all members. Take AE constant.
12 M
6 (b)
Analyze the beam as shown in figure using stiffness method.
8 M
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