Modeling the effects of post tensioned beams
Modeling the effects of post tensioned beams
(OP)
What would be considered acceptable practice for modeling the effects of post tensioned beams in a structure In ETABS?
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Modeling the effects of post tensioned beams
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Modeling the effects of post tensioned beamsModeling the effects of post tensioned beams(OP)
What would be considered acceptable practice for modeling the effects of post tensioned beams in a structure In ETABS?
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RE: Modeling the effects of post tensioned beams
The PCI handbook has a design aid on Page 11-24 that shows approximate balancing loads.
RE: Modeling the effects of post tensioned beams
Doing this however could potentially reduce your column moments. Would it still be considered acceptable practice to design the columns with this potential reduction?
RE: Modeling the effects of post tensioned beams