Curioustab
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
Home
»
Civil Engineering
»
Steel Structure Design
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
50%
60%
70%
80%
40%
Correct Answer:
80%
← Previous Question
Next Question→
More Questions from
Steel Structure Design
On eccentrically loaded columns, the equivalent axial load may be obtained by
If a pair of angles placed back to back in tension are connected by one leg of each angle, the net effective area of the section, is
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
Number of rivets required in a joint, is
The value of f.o.s 'm' in the formula for safe compressive stress for a column is taken as
The diameter of a bolt hole is taken as the nominal diameter of the bolt plus
For a cantilever beam of length L built-in at the support and restrained against torsion at the free end, the effective projecting length l is
The deflection of beams may be decreased by
When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).
Stiffeners are used in a plate girder
Discussion & Comments
No comments yet. Be the first to comment!
Name:
Comment:
Post Comment
Join Discussion
Discussion & Comments