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Describe the behaviour of pre and post-tensioned members
The behaviour of pre and post-tensioned members under imposed loads may be different, especially when the cracking patterns of these members are analysed. Cracks are few and far in-between but of a larger length and width in the case of unbonded post-tensioned concrete members.
Derived condition of economic span of bridge
Takeoff the 3 elements for the following bridge pier components: 1. Pier Footing, 2. Pier Column, 3. Pier Cap (Top). • Misc Items to include Shear Key. • Misc Items to exclude Reba
A mat foundation of 15 m x 15 m and weighing 20000 N/m 2 is to be constructed on the surface of a soil strata. The profile is given in Figure. The number of squares enclosed i
What is the rate of application of Prime coat over WBM
I have building 50 m * 53 m 3 floors without expansion joint in basement what are opinion please ? thanks
can you give me some examples and problems in 3-wire leveling?
uses of heavy weight aggregate
Question What is role of rebate in typical construction joint ? Answer Construction joints are formed on sites to facilitate construction procedure. Though, if improperly constr
seasoning of timber
layout of harbour
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