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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear
shear and bending
bending
axial tension

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
161
163

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
1.5 L
0.8 L
0.67 L

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
180
200
190

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
0.65 kN/m2
1.50 kN/m2

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

More than the load factor in determinate structures
Unpredictable
Equal to load factor in determinate structures
Less than the load factor in determinate structures

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