Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is (ii) and (iii) only (i) only (iii) (i) and (ii) (ii) and (iii) only (i) only (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 7 mm 8 mm 6 mm 9 mm 7 mm 8 mm 6 mm 9 mm 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 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following types of riveted joint is free from bending stresses ? lap joint None of these butt joint with single cover plate butt joint with double cover plates lap joint None of these butt joint with single cover plate butt joint with double cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The use of tie plates in laced columns is prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing prohibited permitted at start and end of lacing system only not prohibited permitted between two parts of the lacing ANSWER DOWNLOAD EXAMIANS APP
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