Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.25 d 1.33 d 1.75 d 1.5 d 1.25 d 1.33 d 1.75 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually equal more less None of these equal more less None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to prevent buckling of web prevent excessive deflection decrease the effective depth of web transfer the load from the top flange to the bottom one prevent buckling of web prevent excessive deflection decrease the effective depth of web transfer the load from the top flange to the bottom one ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 350 150 250 180 350 150 250 180 ANSWER DOWNLOAD EXAMIANS APP
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