Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and bending forces Axial and bending forces Axial forces Shear and axial forces Shear and bending forces Axial and bending forces Axial forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by 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 increasing the web thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is (i) and (ii) (ii) and (iii) only (iii) only (i) (i) and (ii) (ii) and (iii) only (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by effective throat thickness plate thickness penetration thickness size of weld effective throat thickness plate thickness penetration thickness size of weld ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISLB ISHB ISWB ISMB ISLB ISHB ISWB 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 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
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