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Statically indeterminate structures
a. Fall into two categories:
1. Beam problems with additional supports/restraints
2. Axial bar members subjected to temperature/forces
b. Degree of indeterminacy = 3 + No. members
- (2*no. joints)
3.One additional equation is typically required.
4.Utilize compatibility (deflection equations) to solve for redundant force/moment.
procedure
The diameter of an electric cable, say X, is assumed to be continous random variable with pdf;f(x)=6x(1-x), 0 b}.
principle of direct levelling
Explain term - losses of prestress We know that with time, tendons lose some of their initial prestress (at the time of transfer of prestress). This is termed as 'losses of pre
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how to calculate loads acting on a simple supported beam of 220width by 425 depth #Minimum 100 words accepted#
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calculating OVERTAKING SIGHT DISTANCE
Q. Advantages of continuous multiple-span deck over simply supported multiple-span deck? Movement joints are generally added to bridge structures to accommodate movements bec
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