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) 75 t2/h 125 t3/h2 125 t2/h 175 t2/h 75 t2/h 125 t3/h2 125 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Equal to load factor in determinate structures Less than the load factor in determinate structures More than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures Less than the load factor in determinate structures More than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to prevent excessive deflection prevent buckling of web decrease the effective depth of web transfer the load from the top flange to the bottom one prevent excessive deflection prevent buckling of web decrease the effective depth of web transfer the load from the top flange to the bottom one ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles increases shear lag. are used to reduce the length of connection. All listed here are unequal angles. increases shear lag. are used to reduce the length of connection. All listed here are unequal angles. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of plates in a steel stack should be 9 mm 8 mm 6 mm 7 mm 9 mm 8 mm 6 mm 7 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? None of these butt joint with double cover plates lap joint butt joint with single cover plate None of these butt joint with double cover plates lap joint butt joint with single cover plate ANSWER DOWNLOAD EXAMIANS APP
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