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!
Explain about the Pot Bearing?
POT bearing was developed in 1959 as an alternative to heavy steel sliding bearings. It consists of a circular non-reinforced rubber-pad fully enclosed in a steel pot. The rubber is prevented from bulging by the pot walls and it acts similar to a fluid under high pressure. From the discussion on various bearings, it has been observed that most of the bearings have the limitation of either load or movement capacity. The load range and movement capacity of various types of bearings are given in Table.
TABLE: Load and Movement Ranges
The above bearings are adequate for smaller spans having the requirement of load and movement, within the range prescribed in the above table. But what to do for the larger spans having more load and more movements? In fact the problem of load can be solved by providing more bearing area or providing more number of bearings so that load is shared by many bearings. However this idea of 'sharing' can't be extended to movement because the number of ends can't be more than two.
Therefore, it is the requirement of movement which is more critical than the load requirement and we require some other type of bearing where the horizontal movement should not be the limiting factor. Since necessity is the mother of invention, a special category of bridge bearing was developed known as 'POT and PTFE'. PTFE is a short form of Poly Tetra Fluoro Ethylene.
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
diffrence between cumilative compensative error
plz answer guys
plane table surveying is used commonly to survey small areas because
A pile is driven in uniform clay of large depth. The clay has unconfined compression strength of 90 kN/m 2 . The pile is 30 cm diameter and 6 m long. Verify the safe frictional res
Check if the given beam and loading satisfy the AISC LRFD strength criteria. The beam section is a W 16*31 of A36 steel and it is laterally supported at the ends at the load points
what are the manufacturing techniques of ferro cement?
Q For a curve of 50, apex angle of 900 and transition length of 60m, calculate the parameters for setting out curve by a Theodolite for TTP, mid point of transition, CTP and a p
limitation in using with bitumen as watertight material
A soil sample consists of particles ranging in size from 0.6 mm to 0.02 mm. The average exact gravity of the particles is 2.66. Verify the time of settlement of the coarsest and fi
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: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd