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How to do deflection calculations
Basic values of span to effective depth ratios for spans upto 10m may be taken as 7, 20 and 26 for cantilever, simply supported and continuous members respectively. For spans above 10 m, these values may be multiplied by lO/(span in m) except for cantilever in which case deflection calculations should be made.
A retaining wall 9 m high retains granular fill weighing 18 kN/m 3 with level surface. The active thrust on the wall is 180 kN per metre length of the wall. The height of the wall
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The northing and easting coordinates for point C is most nearly: Solution: Section the triangle and calculate using Pythagorean Theorem and the Law of Sine's or us
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design a 3-meter cantilever slab to carry a uniform total dead load of 8.2KN/m^2 and a concentrated live load at the free end of 30 KN/m. f''c=28Mpa fy=420Mpa.
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