Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures None of these basic wind speed both (a) and (b) mean probable design life of structures None of these basic wind speed both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is ordinary unfinished bolt turned and fitted bolt black bolt high strength bolt ordinary unfinished bolt turned and fitted bolt black bolt high strength bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 1.0 2.01 2.34 2.33 1.0 2.01 2.34 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 1.5 mm 2.0 mm 2.5 mm 1.0 mm 1.5 mm 2.0 mm 2.5 mm ANSWER DOWNLOAD EXAMIANS APP
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
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