In Case Of Plastic Design, The Calculated Maximum Shear Capacity Of A Beam As Per IS:800 Shall Be_______________

A. 0.55 Awfy
B. 0.65 Awfy
C. 0.75 Awfy
D. 0.85 Awfy
where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel

A. tension failure of the plate B. shear failure of the rivet C. shear failure of the plate D. crushing failure of the rivet...

A. 1.0 B. 1.4 C. 1.8 D. 2.0...

A. mean probable design life of structures B. basic wind speed C. both (A) and (B) D. none of the above...

A. rectangular beams up to 300 mm depth B. all rectangular beams C. solid circular beams only D. all square cross-section beams...

A. linear B. parabolic C. constant moment for all curvatures D. constant curvature for all moments...

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