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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:

1.0
2.33
2.34
2.01

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Design of Steel Structure
Gantry girders are designed to resist

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

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

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

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Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial forces
Shear and axial forces
Axial and bending forces

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
30°
40°
35°

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