Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited permitted between two parts of the lacing permitted at start and end of lacing system only prohibited not prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as between 0.5 and 1.0 0 1.0 0.5 between 0.5 and 1.0 0 1.0 0.5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness increasing the length of the bearing plates providing suitable stiffeners None of these increasing the web thickness increasing the length of the bearing plates providing suitable stiffeners None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is turned and fitted bolt black bolt ordinary unfinished bolt high strength bolt turned and fitted bolt black bolt ordinary unfinished bolt high strength bolt ANSWER DOWNLOAD EXAMIANS APP
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