Design of Steel Structure Economical depth of a plate girder corresponds to minimum weight minimum thickness of web maximum weight minimum depth minimum weight minimum thickness of web maximum weight minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 2d/3 d/3 d/4 d/2 2d/3 d/3 d/4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 20 mm 27 mm 16 mm 24 mm 20 mm 27 mm 16 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.81 1.414 1.67 1.18 1.81 1.414 1.67 1.18 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS