Design Steel Structures Web Panel Subjected Shear Online Exam Quiz
Design Steel Structures Web Panel Subjected Shear GK Quiz. Question and Answers related to Design Steel Structures Web Panel Subjected Shear. MCQ (Multiple Choice Questions with answers about Design Steel Structures Web Panel Subjected Shear
The value of fv in the nominal shear strength according to tension field method is given by
Options
A : [fyw2+3 ?b2+?2]0.5+?
B : [fyw2-3 ?b2+?2]0.5-?
C : [fyw2-3 ?b2-?2] -?
D : [fyw2+3 ?b2+?2]+?
The value of non-dimensional web slenderness ratio in the nominal shear strength equation according to simple post-critical method is given by
Options
A : ?(fyw/(?3?cr,e))
B : (fyw/(?3?cr,e))
C : (fyw/(?cr,e))
D : (fyw/(?3?cr,e))2
What is the expression for ? in the fv for nominal shear strength according to tension field method is given by
Options
A : 1.5 ?b sin2?
B : sin2?
C : 1.5 ?b
D : 1.5 ?b /sin2?
The value of kv in the elastic critical shear stress equation for c/d < 1 is given by
Options
A : 4.0 – [5.35/(c/d)].
B : 4.0 + [5.35/(c/d)2].
C : 5.35 + [4/(c/d)2].
D : 5.35 – [4/(c/d)].
The nominal shear strength according to simple post-critical method is given by
Options
A : Av
B : Av?b
C : ?b
D : Av /?b
What is the value of nominal shear strength according to tension field method?
Options
A : Av?b
B : 0.9wtftwfvsin?
C : Av?b – 0.9wtftwfvsin?
D : Av?b + 0.9wtftwfvsin?
The shear capacity of web comprises of strength
Options
A : before onset of buckling strength only
B : post buckling strength only
C : before onset of buckling strength and post buckling strength
D : compression strength
The value of ?b in the nominal shear strength equation according to simple post-critical method is given by
Options
A : fyw / ? ?w
B : fyw/?w
C : fyw/?w²
D : fyw/(?3 ?w²)
Which of the following conditions are true when tension field method is used?
Options
A : it is based on pre-buckling strength
B : c/d < 1.0
C : it may not be used for webs with intermediate stiffeners
D : it may be used for webs with intermediate stiffeners
The elastic critical shear stress of the web is given by
Options
A : kv?2/[12(1+?2)(d/tw)2].
B : kv?2E/[12(1+?2)(d/tw)2].
C : kv?2E/[12(1-?2)(d/tw)2].
D : kvE/[12(1-?2)(d/tw)].
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