STUPIDSID
1 (a)
Draw the influence line diagram for bending moment at any given section of a simply supported beam.
4 M
1 (b)
Show that for maximum bending moment at any section of simply supported girder traversed by a moving uniformly distributed load shorter than the girder span, the section should divide the uniformly distributed load in the same ratio as it divides the girder span.
6 M
1 (c)
A uniformly distributed load of kN/m and 5m long sides across a beam of 15m long simply supported at its both ends. Determine Max Bending moment and shear at a section 6m from left hand support.
10 M
2
Analyze the continuous beam shown in Fig Q2 by slope deflection method. Draw B.M.D.
20 M
3
Analyze the frame shown in Fig. Q3 by moment distribution methods. Draw B.M.D.
20 M
4
Analyze the frame shown below by moment distribution methods. Draw B.M.D. (refer Fig, Q No 4).
20 M
5
Analyze the frame shown in Fig Q5 by taking advantages of symmetry. Draw B.M.D.
20 M
6
Analyze the frame shown in Fig Q6 by using Flexibility matrix method. Use system approach.
20 M
7
Find the displacement components along the system coordinates for the frame shown in Fig. Q7 using stiffness method (use system approach).
20 M
8 (a)
Define the following terms:
i) Free Vibration
ii) Forced Vibration
iii) Periodic motion
iv) Natural frequency
v) Damping.
i) Free Vibration
ii) Forced Vibration
iii) Periodic motion
iv) Natural frequency
v) Damping.
10 M
8 (b)
Determine the natural frequency and Time period of the system as shown in Fig Q8 (b). Take E=2.1×105 N/mm2 and I=13×106 mm4.
10 M
More question papers from Structural Analysis 2