Design of Steel Structure Lacing bars in a steel column should be designed to resist 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 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 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/3 2d/3 d/4 d/2 d/3 2d/3 d/4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is 1:1 V2 : 1 2: 1 1 : V2 1:1 V2 : 1 2: 1 1 : V2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing prohibited not prohibited permitted at start and end of lacing system only permitted between two parts of the lacing prohibited not prohibited permitted at start and end of lacing system only ANSWER DOWNLOAD EXAMIANS APP