Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates lacing battening perforated cover plates tie plates lacing battening perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist column loads + 2.5% of 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 + full horizontal shear due to wind or earthquake column loads + 2.5% of 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 + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web) 250 t 200 t 85 t 50 t 250 t 200 t 85 t 50 t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Shear and axial forces Axial forces Shear and bending forces Axial and bending forces Shear and axial forces Axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on both (a) and (b) 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.33 d 1.25 d 1.75 d 1.5 d 1.33 d 1.25 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
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