Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and plastic moment conditions equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and plastic moment conditions equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium condition only 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 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 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 not prohibited permitted at start and end of lacing system only prohibited permitted between two parts of the lacing not prohibited permitted at start and end of lacing system only prohibited ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these bearing stiffener horizontal stiffener at neutral axis vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Angle section Box type section Channel section Any of these Angle section Box type section Channel section Any of these ANSWER DOWNLOAD EXAMIANS APP
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