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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
180
145
120

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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)

164
163
162
161

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.75 d
1.25 d
1.33 d

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.55 Awfy
0.75 Awfy
0.65 Awfy
0.85 Awfy

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

5 zones
4 zones
6 zones
3 zones

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Design of Steel Structure
Gantry girders are designed to resist

lateral, longitudinal and vertical loads
longitudinal loads and vertical loads
lateral and longitudinal loads
lateral loads

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