Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 40° to 70° 10° to 30° 90° 30° to 40° 40° to 70° 10° to 30° 90° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to decrease the effective depth of web prevent buckling of web transfer the load from the top flange to the bottom one prevent excessive deflection decrease the effective depth of web prevent buckling of web transfer the load from the top flange to the bottom one prevent excessive deflection ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is None of these only (ii) only (i) both (i) and (ii) None of these only (ii) only (i) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is zero 100 10 infinity zero 100 10 infinity ANSWER DOWNLOAD EXAMIANS APP