Design of Steel Structure The maximum permissible span of asbestos cement sheets is 1680 mm 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm 650 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to None of these C. Both (A) and (B) Vertical load only Horizontal shear only None of these C. Both (A) and (B) Vertical load only Horizontal shear only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 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
Design of Steel Structure Economical depth of a plate girder corresponds to minimum weight maximum weight minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
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