Engineering - Civil Enginnering
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31. | For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is |
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32. | For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than |
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33. | For a reinforced concrete section, the shape of shear stress diagram is |
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34. | For a simply supported beam of span 15m, the minimum effective depth to satisfy the vertical deflection limits should be |
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35. | For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine's theory |
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36. | For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be |
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