Design of Steel Structure The risk coefficient k, depends on 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 basic wind speed ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 1.5 d 2.5 d 3.0 d 2.0 d 1.5 d 2.5 d 3.0 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus can be less than 1 is always less than 1 is equal to 1 is always greater than 1 can be less than 1 is always less than 1 is equal to 1 is always greater than 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Steel tanks are mainly designed for wind pressure weight of tank water pressure earthquake forces wind pressure weight of tank water pressure earthquake forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 6 mm 10 mm 8 mm 4.5 mm 6 mm 10 mm 8 mm 4.5 mm ANSWER DOWNLOAD EXAMIANS APP
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