What are the Types of members in Prestressed Structures?
Centring of the column is done during the placing of layout on-site with the help of rope and plumb Bob. For the construction of column following are the steps performed, Column layout Reinforcement of column Column formwork Concrete pouring Centring of the column is done with the help of plumb bobRead more
Centring of the column is done during the placing of layout on-site with the help of rope and plumb Bob.
For the construction of column following are the steps performed,
- Column layout
- Reinforcement of column
- Column formwork
- Concrete pouring
Centring of the column is done with the help of plumb bob and rope. Plumb Bob placed vertically from the top of rope point and it touches to the ground. Mark the point where plumbob touch the ground and done the PCC work.
What checking the vertical alignment, old a plumb bob at the top at any one edge of the column and inspect the plumb Bob is vertically straight and just touch the bottom offset of the column. If plumb Bob is inclined at some angle, then check its inclination where it shows the column is not vertical and inclined by some angle.
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Pre-stressed concrete is a form of concrete used in construction. It is substantially prestressed during production, in a manner that strengthens it against tensile forces which will exist when in service. According to the construction methods there are two kinds of prestressed concrete :- - Pre-tenRead more
Pre-stressed concrete is a form of concrete used in construction. It is substantially prestressed during production, in a manner that strengthens it against tensile forces which will exist when in service. According to the construction methods there are two kinds of prestressed concrete :-
– Pre-tensioned concrete
– Bonded Post-tensioned concrete
– Unbonded Post-tensioned concrete
The three types of members in prestressed concrete are as follows:-
1. Neither allowing tension nor crack.
See less2. Allowing tension within permissible stress but cracking is not allowed.
3. Tension and crack both are allowed but within permissible stress.