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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
wind pressure
water pressure
earthquake forces

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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 t3/h2
75 t2/h
125 t2/h
175 t2/h

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

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

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

50 t
250 t
200 t
85 t

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

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

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

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

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