122.
In a cantilever retaining wall without a heel slab

124.
With usual notations the depth of the neutral axis of a balanced section, is given by

125.
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

128.
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

130.
The effective span of a simply supported slab, is

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