Design of Steel Structure The use of tie plates in laced columns is permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only permitted between two parts of the lacing not prohibited prohibited permitted at start and end of lacing system only 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 24 mm 20 mm 16 mm 27 mm 24 mm 20 mm 16 mm 27 mm 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 75 t2/h 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a standard 45° fillet, the ratio of size of fillet to throat thickness is V2 : 1 1 : V2 1:1 2: 1 V2 : 1 1 : V2 1:1 2: 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) zero ±0.2p ±0.7p ± 0.5 p zero ±0.2p ±0.7p ± 0.5 p ANSWER DOWNLOAD EXAMIANS APP
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