Design of Steel Structure The effective length of a battened column is increased by 10% 5% 15% 20% 10% 5% 15% 20% 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 risk coefficient k, depends on 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 both (a) and (b) 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 150 180 350 250 150 180 350 250 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable tensile stress in structural mild steel plates for steel tank is assumed as 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 105.5 MPa on gross area 150.0 MPa on gross area 95.0 MPa on net area 105.5 MPa on net area 105.5 MPa on gross area ANSWER DOWNLOAD EXAMIANS APP
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