Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 90° 30° to 40° 40° to 70° 10° to 30° 90° 30° to 40° 40° to 70° 10° to 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the most heavily loaded rivet will be the one which (where, Fa is the load shared by each rivet due to axial load and Fm is the shearing load due to moment in any rivet.) gives the maximum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group gives the maximum angle between the two forces Fa and Fm is at the maximum distance from CG of the rivet group gives the minimum angle between the two forces Fa and Fm is at the minimum distance from CG of the rivet group ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.25 d 1.5 d 1.75 d 1.33 d 1.25 d 1.5 d 1.75 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 None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis 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) 125 t2/h 175 t2/h 125 t3/h2 75 t2/h 125 t2/h 175 t2/h 125 t3/h2 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
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