Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum depth minimum weight minimum thickness of web maximum weight minimum depth minimum weight minimum thickness of web maximum weight ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material only on the yield stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the ultimate stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates increasing the web thickness None of these providing suitable stiffeners increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS