1.
On an absolutely rigid foundation base, the pressure will
2.
In a cantilever retaining wall without a heel slab
3.
For a number of columns constructed in a rcjw, the type of foundation provided, is
4.
With usual notations the depth of the neutral axis of a balanced section, is given by
5.
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a
6.
A very comfortable type of stairs is
7.
If diameter of a reinforcement bar is d, the anchorage value of the hook is
8.
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment
9.
A foundation rests on
10.
The effective span of a simply supported slab, is