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Raised Check Rails for obtuse crossing
In order to provide guided path way in throat portion of 1 in 8 1/2 BG obtuse diamond crossing, the check rails are raised by welding of 25 mm thick MS flat. This arrangement has been considered satisfactory for quite some as for as be is concerned.
Track standard committee recently considered as to what should be a suitable arrangement for raising the check of MG obtuse diamond crossing and desired that the practice of welding of M.S. flats on check rails in the above are locations should be made a standard practice on MG.
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
a) What are the laws governing compaction of (i) cohesion less soils like sand and (ii) moderately cohesive soils like sandy clay ? b) To what compaction pressure does the
charring of timber
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Ask What is the density of cement?
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
Breakwater and its types
Define Types of Deterioration in Steel Substructure There are 5 major types of deterioration in steel substructure in the marine environment: - Corrosion - Abrasion - Loo
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