Design Steel Structures Interview Experienced Online Exam Quiz
Design Steel Structures Interview Experienced GK Quiz. Question and Answers related to Design Steel Structures Interview Experienced. MCQ (Multiple Choice Questions with answers about Design Steel Structures Interview Experienced
What is the maximum effective slenderness ratio for a tension member in which stress reversal occurs?
Options
A : 180
B : 200
C : 280
D : 300
What is the maximum effective slenderness ratio for a member normally acting as a tie in roof truss or a bracing member?
Options
A : 180
B : 200
C : 350
D : 400
What is the maximum effective slenderness ratio for a member subjected to compressive forces resulting only from combination of wind/earthquake actions?
Options
A : 180
B : 200
C : 340
D : 250
What is the maximum effective slenderness ratio for members always in tension?
Options
A : 400
B : 200
C : 350
D : 150
The tensile stress adjacent to hole will be ____________
Options
A : about five times the average stress on the net area
B : about half the average stress on the net area
C : equal to average stress on the net area
D : about two to three times the average stress on the net area
The limits specified for slenderness ratio are not
Options
A : applicable to cables
B : applicable to angle sections
C : applicable to built-up sections
D : applicable to circular sections
What is gross section yielding?
Options
A : considerable deformation of the member in longitudinal direction may take place before it fractures, making the structure unserviceable
B : considerable deformation of the member in longitudinal direction may take place before it fractures, making the structure serviceable
C : considerable deformation of the member in lateral direction may take place before it fractures, making the structure unserviceable
D : considerable deformation of the member in lateral direction may take place before it fractures, making the structure serviceable
What is block shear failure?
Options
A : failure of fasteners occurs along path involving tension on one plane and shear on perpendicular plane along fasteners
B : failure of member occurs along path involving tension on one plane and shear on perpendicular plane along fasteners
C : failure of member occurs along path involving tension on one plane and shear on parallel plane along fasteners
D : failure of fasteners occurs along path involving tension on one plane and shear on parallel plane along fasteners
The possibility of block shear failure increases by
Options
A : larger connection length
B : increasing the number of bolts per connection
C : with use of low strength bolts
D : with use of high bearing strength material
The displacement of tension member under service load is given by
Options
A : PLEAg
B : PLE/Ag
C : PL/EAg
D : P/LEAg
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