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Showing results for tags 'baz tips'.
Found 2 results
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I want to comment on some modelling issues in ETABS. Though some of these things are discussed elsewhere in the forum, I hope to extract some more useful conclusions. First thing is related to modelling the bending stiffness of flexural members, for strength level loads, that is representative...
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- stiffness modifiers
- baz tips
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I have observed few issues while getting the design results of reinforced concrete members from ETABS (v 9.7.4). I wanted to share this issues with you and get your input and observation on it. ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespect...
- 29 replies
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- t-computed less than ta
- base shear time period
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