Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 35° 40° 26/2° 30° 35° 40° 26/2° 30° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (ii) (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) (i), (ii) and (iii) both (i) and (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.83 m above the rail level 1.50 m above the rail level 1.23 m above the rail level 2.13 m above the rail level 1.83 m above the rail level 1.50 m above the rail level 1.23 m above the rail level 2.13 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral loads longitudinal loads and vertical loads lateral and longitudinal loads lateral, longitudinal and vertical loads lateral loads longitudinal loads and vertical loads lateral and longitudinal loads lateral, longitudinal and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 180 250 150 350 180 250 150 350 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 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 ANSWER DOWNLOAD EXAMIANS APP
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