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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 occurrence time - Early finish time
d. Earliest event occurrence time - Early finish time
Ans: Earliest event occurrence time - Early finish time
Tensile stresses It has been possible to introduce tensile stresses of upto 850 N/mm 2 in tendons with the use of this method. But the method is not suited in situations where
Principal Stresses and Strains: Principal Stresses and Strains is a very important link in the analysis of solids so as to make sure safe design of different components of str
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Compute the stresses at top and bottom fibres in a simply supported pre-stressed concrete beam with a rectangular cross section, 200 mm wide and 400 mm deep at sections A-A, B-B an
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Define Superposition Method 1. Remove enough redundant supports to reduce the structure to a statically determinate condition 2. Calculate the deflections at the previous l
I only want Part 1 of this order, can you adjust the quote?
Question-Why is span length ratio of end span, approach span to its neighbouring inner spans typically about 0.75? Answer-From aesthetic point of view, odd number of span
wet process
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