If the force acts at the lower kern point then the bottom fibers of the beam are subjected to ______

The amount of steel provided in this section should not be greater than ______

The failure due to fracture of steel in tension in the beam is because of ______

In the concept of pressure line the C line moves over a P line due to the effect of ______

If the neutral axis of the section lies outside the flange then the ultimate moment of resistance of flanged section is?

The failure due to fracture steel in tension can be prevented by providing a steel reinforcement is?

The code used for determining the ultimate flexural strength of the rectangular section?

Who suggested a graphical version compatibility method?