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Turkish denizbayram
New Member
There is a lot of demand from blacksmiths for a design without a pile in beams. What do the masters say about this? What are the disadvantages of designing without a pile?
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Pleated design
- Thread starter denizbayram
- Start date
teknikisler
New Member
I don't think there is any downside. It facilitates the work, the amount of reinforcement is almost the same as with pleats.
denizbayram
New Member
what do you think about meeting shear stresses and preventing cracks in the middle region?
By making pleats, especially 3.,4. In 1st and 2nd degree seismic zones, we take the iron that we use below in the opening up on the support, that is, we make an economy.... In the 1st and 2nd degree earthquake zones, there is not much economy of the pillar since there will be reinforcements on the support at both the bottom and the top. I think you can use it with peace of mind in 1st and 2nd degree earthquake zones. In any case, the earthquake regulation does not allow us to take into account the contribution of the pleat in meeting the shear force (how much is debatable).