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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.
Project specifications require a relative compaction of 95% (modified Proctor). Construction of a highway embankment requires 10,000-yd 3 of fill. The borrow soil has an in-situ
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WHY RAFTING IS REQUIRED AND WHAT PRECAUTIONS SHOULD BE TAKEN DURING RAFTING? AND WHAT IS THE ALTERNATE OF RAFTING.?
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Determine the Statements about Unit Area or Borrow Pit? Ans: I. Sometimes called Average Depth II. Works well for volumes for building sites and surface mines III. Needs
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