Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Question
In designing of service reservoirs, how should reservoir floors be designed to avoid leakage of water because of seasonal and shrinkage movements?
Answer In general two core approaches designing floors of service reservoirs as follows-
(i) In first method, movement joints are designed in each section of reservoir floors so they are able to expand and contract freely. Each section is entirely isolated from one an additional and sliding layer is placed under them to aid in sliding.
(ii) Second means, on contrary, does not make provision to free movement. Because seasonal and shrinkage movements, cracks are designed to happen in reservoir floors such that very tiny cracks are spread in excess of floor and these cracks are also small to initiate corrosion or leakage. However, in case, amount of reinforcement used is much larger than first come near.
Question What are major differences between sureties and security ? Answer During construction contracts, if a contractor fails to carry out works, employer would e
What is the meaning of compressive stresses These intentionally induced stresses are compressive in nature and these compressive stresses reduce or completely remove the undesi
Temporary bench marks
The tensile strength of a material is the value at which the material fails when subjected to a tensile force. (Tensile means a force pulling the wood fibers lengthwise, as opposed
Discuss Scope and necessity of O.R in industry ?
Difference between direct and bending stress diagrams
ADVANTAGE OF FLEMISH BOND
A 30 cm diameter pile penetrates a deposit of soft clay 9 m deep and rests on sand. Compute the skin friction resistance. The clay has unit cohesion of 0.6 kg/cm 2 . Suppose
A flitched beam consists of a wooden joist 150 mm wide and 300 mm deep strengthened by steel plates 12 mm thick and 300 mm deep one on either side of the joist. If the maximum st
Question Why do BS8007 specify permissible crack width of water retaining structure as 0.2mm for severe, extremely severe exposure? Answer For break width less than
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd