Semester : S1 and S2
Subject : Structural Analysis- III
Year : 2020
Term : SEPTEMBER
Branch : CIVIL ENGINEERING
Scheme : 2015 Full Time
Course Code : CE 403
Page:3
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0000 02
PART C
Answer any two full questions, each carries 20 marks.
Discuss on the rotation of axis in two dimension.
Analyse the given continuous beam using direct stiffness method. EI constant.
>( لدب
5 5m 5m 5m
Discuss the global assembly procedure of element stiffness matrices in direct
stiffness method.
Analyse the given continuous beam using direct stiffness method. Take EI
constant for all members.
10kN/m coy کے kN
ர்
8m 4m 4m
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State and explain D’ Alembert’s principle.
Set up the equation of motion and hence determine the natural frequency for
small vertical vibrations of the idealization shown in figure.
Massless beam
1.
Take L = 3m. EI for beam = 27 Nm’, stiffness for each spring, k = 3 N/m and
mass m= 3 kg
A 50 kg turbine is mounted on four parallel springs, each of stiffness 3 x 10°
N/m. When the machine operates at 20 Hz, its steady-state amplitude is observed
as 1.8 mm. Compute the magnitude of the excitation?
ಸೇರ नैन
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