Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area and net area net area in both cases gross area in both cases net area and gross area gross area and net area net area in both cases gross area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Shear and bending forces Axial forces Axial and bending forces Shear and axial forces Shear and bending forces Axial forces Axial and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.3 L 1.8 L 1.1 L 1.5 L 1.3 L 1.8 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.5 d 1.33 d 1.25 d 1.75 d 1.5 d 1.33 d 1.25 d 1.75 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 3.0 d 2.0 d 1.5 d 2.5 d 3.0 d 2.0 d 1.5 d 2.5 d ANSWER DOWNLOAD EXAMIANS APP
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