Design of Steel Structure The heaviest I-section for same depth is ISHB ISMB ISLB ISWB ISHB ISMB ISLB ISWB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed both (a) and (b) None of these mean probable design life of structures basic wind speed both (a) and (b) None of these mean probable design life of structures 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 t3/h2 75 t2/h 175 t2/h 125 t2/h 125 t3/h2 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to both (a) and (b) only tensile stresses only shear stresses None of these both (a) and (b) only tensile stresses only shear stresses None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 is equal to 1 is always less than 1 can be less than 1 is always greater than 1 is equal to 1 is always less than 1 can be less than 1 ANSWER DOWNLOAD EXAMIANS APP
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