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Design of Steel Structure

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

1.33 d
1.5 d
1.25 d
1.75 d

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is equal to 1
is always greater than 1
is always less than 1

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
constant moment for all curvatures
linear
parabolic

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

30° to 40°
90°
40° to 70°
10° to 30°

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

vertical intermediate stiffener
bearing stiffener
None of these
horizontal stiffener at neutral axis

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
200
150
180

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