Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 161 162 164 163 161 162 164 163 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 7 mm 8 mm 9 mm 6 mm 7 mm 8 mm 9 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Any of these Box type section Channel section Angle section Any of these Box type section Channel section Angle section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 85 t 50 t 250 t 200 t 85 t 50 t 250 t 200 t ANSWER DOWNLOAD EXAMIANS APP
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