Design of Steel Structure Bolts are most suitable to carry axial tension shear bending shear and bending axial tension shear bending shear and bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/2 d/3 d/4 2d/3 d/2 d/3 d/4 2d/3 ANSWER DOWNLOAD EXAMIANS APP
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) 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/2 L/3 to L/5 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/2 L/3 to L/5 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 125 t3/h2 175 t2/h 75 t2/h 125 t2/h 125 t3/h2 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
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