Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against yielding shear buckling of web plate All of these compression buckling of web plate yielding shear buckling of web plate All of these compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 190 200 150 180 190 200 150 180 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 risk coefficient k, depends on None of these basic wind speed both (a) and (b) mean probable design life of structures None of these basic wind speed both (a) and (b) mean probable design life of structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 lesser of 200 mm and 12 t lesser of 300 mm and 32 t lesser of 3 00 mm and 24 t lesser of 200 mm and 161 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) 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
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