Design of Steel Structure Area of openings for buildings of large permeability is more than 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are stronger equally strong Any of these weaker stronger equally strong Any of these weaker ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ±0.7p ± 0.5 p zero ±0.2p ±0.7p ± 0.5 p zero ±0.2p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area in both cases net area and gross area gross area in both cases gross area and net area net area in both cases net area and gross area gross area in both cases gross area and net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus 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 can be less than 1 is always less 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 + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
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