Design of Steel Structure The forces acting on the web splice of a plate girder are Axial and bending forces Shear and bending forces Axial forces Shear and axial forces Axial and bending forces Shear and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is infinity zero 10 100 infinity zero 10 100 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
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.75 d 1.33 d 1.25 d 1.5 d 1.75 d 1.33 d 1.25 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/5 L/3 to L/2 ANSWER DOWNLOAD EXAMIANS APP
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