09-16-2010, 09:52 PM
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DEAR FRIENDS,
THIS IS MY WAY, PILE SOLUTION WITH ETABS
There are two stages in the design of piles.
The first stage:
necessary to make proper placement of the pile. because I need to see that all the piles load. determined that during the spring instead of the lower ends to define a simple support is required. At this point in work to identify support required. otherwise the analysis to the structure because of stability problems are likely to be false. If you grasp this point better.Definition of ground to make at this stage is not important. target properly distribute the loads on piles.
The second stage:
After placement of piling poles 1 m Search for the spring constants are defined with the horizontal directions. the vertical direction, the maximum displacement of the lower end of the target in mind (for example, 25 mm for high buildings. may.) geotechnical engineer to receive the maximum stiffness of pile capacities need to assign. If you have, if the capacity of 500 tons of piles of 500 tons / 0,025 m = 20,000 tons / m is the spring constant. only in base vertical spring coeff. The result is a single point only to the vertical control of our calculations will prevent mistakes . vertical control of the account as a result of our mistakes in front of just a single point will do.
together with the analysis of the structure can no longer pile. layout and design of reinforced concrete and reinforcement stress neticesindeki elections are held.
best regards
falconado_turkey
DEAR FRIENDS,
THIS IS MY WAY, PILE SOLUTION WITH ETABS
There are two stages in the design of piles.
The first stage:
necessary to make proper placement of the pile. because I need to see that all the piles load. determined that during the spring instead of the lower ends to define a simple support is required. At this point in work to identify support required. otherwise the analysis to the structure because of stability problems are likely to be false. If you grasp this point better.Definition of ground to make at this stage is not important. target properly distribute the loads on piles.
The second stage:
After placement of piling poles 1 m Search for the spring constants are defined with the horizontal directions. the vertical direction, the maximum displacement of the lower end of the target in mind (for example, 25 mm for high buildings. may.) geotechnical engineer to receive the maximum stiffness of pile capacities need to assign. If you have, if the capacity of 500 tons of piles of 500 tons / 0,025 m = 20,000 tons / m is the spring constant. only in base vertical spring coeff. The result is a single point only to the vertical control of our calculations will prevent mistakes . vertical control of the account as a result of our mistakes in front of just a single point will do.
together with the analysis of the structure can no longer pile. layout and design of reinforced concrete and reinforcement stress neticesindeki elections are held.
best regards
falconado_turkey
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