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Analyse the continuous beam using moment distribution. A continuous beam ABCDE fixed at A carry a load of 2KN one metre from A at AB 3m. BC 3m, carry a UDL of 3KN/m and hinge at
Why we mixm pozzolona in cement
Question Is it true that there is no essential to design nominal reinforcement to piles. Answer In BS8110 and BS5400 Pt.4, they need provision of nominal reinforce
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Q. Explain the Design discharge for bridge waterway? Design discharge for bridge waterway should be a flood of 50 year frequency. For very large bridges damage to which is like
How to prove that heat and work are the path functions?
dry process
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