Which of the following person made attributions to evaluate the curvature under simplified assumptions?

The load deflection curve is approximately linear up to stage of ______

The problems involving unsymmetrical loading can be solved by ______

The computations in post cracking stage are by considering ________

Which type of deflections is solved by Mohr’s theorem?

In post cracking stage, the behavior of the beam is similar to ______

The large deflections under dynamic effects may cause ________

The excessive deflections are likely to cause damage to ________