Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Any of these Channel section Angle section Box type section Any of these Channel section Angle section Box type section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Load factor is always greater than factor of safety always less than factor of safety sometimes greater than factor of safety always equal to factor of safety always greater than factor of safety always less than factor of safety sometimes greater than factor of safety always equal to factor of safety ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The portal bracing in a truss bridge is used to Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section Transfer load from top of end posts to bearings Prevent the sides-way buckling of top chord Stiffen the structure laterally Keep the rectangular shape of the bridge cross-section Transfer load from top of end posts to bearings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 ANSWER DOWNLOAD EXAMIANS APP
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 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
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