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Showing results for tags 'Pattern Live Load'.
Found 5 results
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Need clarification regarding difference in ETABS analysis and design moments. Why ETABS design & analysis moment under the same combo i.e UDCON2 is different. (See photo attached) Moment diagram shows 1809 kip-ft while ETABS is taking 2590.69 kip-ft for reinforcement calculation. The...
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Hello .. I have made an analysis in Etabs 2016 of a beam with both ends fixed. after analysis, the mid point moment (Mu3) comes out to be 56.0 kip-ft due to Ultimate load comb, but on the result sheet it says 122.81 kip-ft. Can anyone help me in understanding the difference between values.. the pics...
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Q 1. Hello, The +ve and -ve moment of a beam from it's member force Diagram of Etabs (M33) are 75.89 and -94.23, After designing, When I see the summary report, I see Etabs designed that beam for counting exactly neg moment -94.23, but why taking +ve moment 47.11 in stead of 75.89 for designing? An...
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1. We provide beams at plinth level all around the building under the walls. These beams rest directly on ground above lean concrete. Should we also model them in ETabs model???? is this practise correct? should we Design it Like normal beams, (More conservative) ?. Or for Reduced moment? (As...
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I am working on a building with quite high loading. live load :300 psf Super Dead :90 Psf The problem in my etabs result are quite unusual for me.I got more reinforcement in bottom as compared to negative in continuous beams. In the analysis, moment diagram is not showing such irregularity. nee...
