Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections it cannot carry the load safely All of these it is uneconomical it is difficult to connect beams to the round sections 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 only (i) (i) and (ii) (ii) and (iii) only (iii) only (i) (i) and (ii) (ii) and (iii) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate compression buckling of web plate All of these yielding shear buckling of web plate compression buckling of web plate All of these yielding ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is 100 infinity zero 10 100 infinity zero 10 ANSWER DOWNLOAD EXAMIANS APP
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 basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 10 m 20 m 40 m 30 m 10 m 20 m 40 m 30 m ANSWER DOWNLOAD EXAMIANS APP
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