Question
a.
0.15 d
b.
0.22 d
c.
0.33 d
d.
0.44 d
Posted under Civil Engineering
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. A column splice is used to increase
View solution
Q. To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is
View solution
Q. The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as
View solution
Q. Allowable working stress corresponding to the slenderness ratio of double angles placed back to back and connected to one side of a gusset plate, is reduced to
View solution
Q. Bulb angles are used in
View solution
Q. Effective sectional area of a compression member is :
View solution
Q. A fillet weld whose axis is parallel to the direction of the applied load, is known as
View solution
Q. Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is
View solution
Q. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
View solution
Q. Rolled steel angle sections are classified as
View solution
Q. Factor of safety is the ratio of
View solution
Q. If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as
View solution
Q. The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed
View solution
Q. The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
View solution
Q. Perforated cover plates are particularly suitable for built up sections consisting of
View solution
Q. On eccentrically loaded columns, the equivalent axial load may be obtained by
View solution
Q. The distance between the outer faces of flanges of a plate girder, is known as
View solution
Q. Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
View solution
Q. Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is
View solution
Q. The effective length of a double angle strut with angles placed back to back and connected to both the sides of a gusset plate, by not less than two rivets, is
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Civil Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!