A Self-Learning Manual - Institution of Engineers Mauritius

A Self-Learning Manual
Mastering Different Fields of Civil Engineering Works (VC-Q&A Method) Vincent T. H. CHU
Hence, these terms differ basically from the locations at which they are
applied. Due to different locations of application of plasterwork, the
proportion of material component for plaster and render is different. For
example:
(i) Cement plaster
Undercoat- cement:lime:sand (by volume) = 1:4:16
Finishing coat - cement:lime:sand = 1:12:30
(ii) Cement render
Undercoat- cement:lime:sand (by volume) = 1:2:6
Finishing coat - cement:lime:sand = 1:3:6
12. In the design of corbel beams in a pumping station, why are shear
links designed in the top 2/3 of the section?
What is the general advice on the design? (PS3)
Corbel beams are defined as z/d0.6, it should be not considered as corbel beams but as
cantilevers.
In designing corbel beams, care should be taken to avoid bearing load to
extend beyond the straight portion of tie bars, otherwise the corners of
corbel beams are likely to shear off. Reference is made to L. A. Clark
(1983).
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