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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.
A rectangular concrete beam is subjected to a factored design shear force of 200 kips. For the beam shown below, determine the required stirrup size and spacing requirement. H = 3
Example of Bars of Varying Cross Section: In the numerical example under consideration δ = 750 × 300/( π/4) × 200 2 × 60 +750 × 400/(π/4) × 135 2 × 60 + 750 × 200/(π/4)
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