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Q. How to design Marginal Embankments? Design aspects of marginal embankments are similar to those of approach banks. The aspects needing special attention are dealt with below
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Behaviour of struts in compression compared with the behaviour of struts in tension? Also do you know a credible source that I can reference?
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Bridge Loadings: Loadings of bridges have been standardized by the Roads Congress. The major features of the various load classes are given below : Bridges and culvert
The free float is equal to: a. Latest allowable event occurrence time + Early finish time b. Earliest event occurrence time + early finish time c. Latest allowable event o
Q. A bridge is to be constructed over a stream having a catchment area = 20 miles 2 partly in plains and partly in hills. Portion in hills has a length of 1.7 miles and fall of 88
Supplementary or Untensioned Reinforcement It is that reinforcement, provided in prestressed concrete member, which is not provided in a stretched condition like tendons.
If the diameter of the base remains constant, by what factor should the altitude be multiplied to produce a cone with twice volume as the original
Q. What do you mean by Base fixity? Base fixity When structures such as portal frames are associated to the base foundation, engineers have to determine the degree of fix
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