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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
All of these
Graphical method
Method of joints

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
2 L
l
L/2

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²Dn/d4N
4WD²n/d4N
4W²D3n/d4N

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
j = 3m – 2
m = 2j – 3
j = 2m – 3

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
2/3
3/2
8/5

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

2w w l at the fixed end
w l) at the fixed end
3w l at the fixed end
l) at the fixed end

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