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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.33
2.34
1.0
2.01

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all square cross-section beams
all rectangular beams
rectangular beams up to 300 mm depth
solid circular beams only

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
3t
6t
4t

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 300 mm and 32 t
lesser of 3 00 mm and 24 t
lesser of 200 mm and 12 t

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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)

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

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
water pressure
weight of tank
earthquake forces

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