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) 250 t 200 t 50 t 85 t 250 t 200 t 50 t 85 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) less than d more than d Any of these equal to d less than d more than d Any of these equal to d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.75 d 1.25 d 1.33 d 1.5 d 1.75 d 1.25 d 1.33 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 50% of wall area 20% of wall area 30% of wall area 10% of wall area 50% of wall area 20% of wall area 30% of wall area 10% of wall area ANSWER DOWNLOAD EXAMIANS APP
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