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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/2
L/4to2L/5
L/3 to L/5

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Six times the weld size
Two times the weld size
Four times the weld size

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
95.0 MPa on net area
105.5 MPa on net area
105.5 MPa on gross area

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

80mm
60mm
100mm
40mm

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

1680 mm
1250 mm
650 mm
810 mm

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

145
180
100
120

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