Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) 2d/3 d/2 d/3 d/4 2d/3 d/2 d/3 d/4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by effective throat thickness plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness size of weld 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 1.50 m above the rail level 1.83 m above the rail level 1.23 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.83 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 The risk coefficient k, depends on basic wind speed None of these mean probable design life of structures both (a) and (b) basic wind speed None of these mean probable design life of structures both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth minimum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The sway bracing is designed to transfer 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing 25% of the top panel wind load to bottom bracing 10% of the top panel wind load to bottom bracing 2Vi % of the top panel wind load to bottom bracing 50% of the top panel wind load to bottom bracing ANSWER DOWNLOAD EXAMIANS APP
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