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reinforced concrete joints enlargement
Hello, One possible solution is to use higher strength concrete. Regards- gyration
- Post #3
- Forum: Structural engineering general discussion
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SAP OAPI
hello, you can simply find the length of the element in the connectivity -> line connectivity menu- gyration
- Post #2
- Forum: Computers and Structures: SAP2000
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UPPER COLUMN REQUIRES MORE STEEL AREA THAN THE LOWER COLUMN
hi winnieval high reinforcement ratio is not related with the experience. You just prepare your column interaction diagram and check whether it is consistent with the required reinforcement ratio. As to experince point, I checked many times and ETABS calculates perfectly.- gyration
- Post #6
- Forum: Computers and Structures: ETABS
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modeling 2 towers on the same etabs model
As I understand, you want to evaluate each towers results seperately but they are combined at the basement levels, am I right? After your dynamic analysis completed it is expected to get strange results because of your structural shape, in deed your mass source. You must keep your stiffness...- gyration
- Post #3
- Forum: Computers and Structures: ETABS
