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Comparison of pre and post-tensioning
A comparison between pre-tensioned and post-tensioned concrete members can be made on the basis of the following considerations.
(a) Type of construction.
(b) Mechanism of transfer of prestresses from tendons to concrete.
(c) Behaviour of these members under loads and their cracking patterns.
(d) Types of loss of prestress.
(e) Use and applicability in different types of members.
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A No 10 steel rebar is tested in tension by monitoring the load reading of the testing machine it was found that the specimen yielded at aload of 41600lb and fractured at 48300 lb
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sir i want to know that which pages of IS800:2007 is used for steel design of tension member, compression member, collumn, beam, connections, trusses etc.. please give me the topic
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A contractor purchased a Caterpillar D-13 dozer for $100,000 and owned it for five years. The annual cost for maintenance and repair is provided in the Table. With annual interest
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