121. On an absolutely rigid foundation base, the pressure will
122. In a cantilever retaining wall without a heel slab
123. For a number of columns constructed in a rcjw, the type of foundation provided, is
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
126. A very comfortable type of stairs is
127. If diameter of a reinforcement bar is d, the anchorage value of the hook is
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
129. A foundation rests on
130. The effective span of a simply supported slab, is
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