Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V p a (1/V) paV2 paV”2 pa V p a (1/V) paV2 paV”2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/3 to L/2 L/4to2L/5 L/3 to L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/4to2L/5 L/3 to L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only 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 + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The number of seismic zones in which the country has been divided are 8 7 6 5 8 7 6 5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Steel tanks are mainly designed for wind pressure water pressure earthquake forces weight of tank wind pressure water pressure earthquake forces weight of tank ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet) 3.0 d 1.5 d 2.5 d 2.0 d 3.0 d 1.5 d 2.5 d 2.0 d ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS