1.
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis
2.
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is
3.
According to I.S. : 456, slabs which span in two directions with corners held down, are assumed to be divided in each direction into middle strips and edge strips such that the width of the middle strip, is
4.
In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at
5.
On piles, the drop must be at least
6.
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least
7.
As per IS : 456, the reinforcement in a column should not be less than
8.
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than
9.
The diameter of main bars in R.C.C. columns, shall not be less than
10.
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than