## 111. The self-weight of the footing, is

## 112. If permissible working stresses in steel and concrete are respectively 1400 kg/cm^{2} and 80 kg/cm^{2} and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

^{2}and 80 kg/cm

^{2}and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

## 113. The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

## 114. Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

## 115. For a ribbed slab

## 116. Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

## 117. Cantilever retaining walls can safely be used for a height not more than

## 118. If the bearing capacity of soil is 10 tonnes/cm^{2} and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

^{2}and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

## 119. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

## 120. If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

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