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Design of Steel Structure

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

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

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
75 t2/h
175 t2/h
125 t2/h

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
increase in h/t ratio
decrease in h/t ratio
increase in height

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

2
1
1.4
1.8

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
30 m
40 m
10 m

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

2.0 d
3.0 d
2.5 d
1.5 d

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