Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on gross area and net area gross area in both cases net area and gross area net area in both cases gross area and net area gross area in both cases net area and gross area net area in both cases ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to only shear stresses only tensile stresses None of these both (a) and (b) only shear stresses only tensile stresses None of these both (a) and (b) 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 horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + 2.5% of horizontal shear due to wind or earthquake column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is parabolic linear constant curvature for all moments constant moment for all curvatures parabolic linear constant curvature for all moments constant moment for all curvatures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
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