Calculation of Stiffness in Structural elements
Solution.1)
Aim: To Compute lateral stiffness of the one story frame with an intermediate realistic stiffness of the beam. The system has 3 DOFs as shown. Assume L = 2h and Elb = Elc

Procedure:


Result: Lateral Stiffness of the given one storey frame has been calculated = `(96EI_c)/(7h^3)`
Solution.2)
Aim: For the following structures:
- Determine the number of degrees-of-freedom for dynamic analysis
- Establish the equation of motion
- Calculate their natural frequencies


Procedure:




Result: Natural Frequency for the following cases has been calculated:
a) Natural Frequency(f) = `1/(2pi)sqrt((3EI)/(mh^3))`
b) Natural Frequency(f) = `1/(2pi)sqrt((27EI)/(mh^3))`
Solution.3)
Aim: To determine the natural period of the system shown, if a large mass, M, is placed at the intersection of the beams at point A. The weight of the beams in comparison with the mass M is very small.

Procedure:

Result: Natural Frequency for the given case has been derived succesfully.
Solution.4)
Aim: To determine an expression for the effective stiffness of the following systems:

Procedure:


Result: Expression for the effective stiffness has been found successfully.