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Showing results for tags 'Etabs'.
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What should i keep in long-period transition period? using BCP 2021
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Can Any provide guidance on designing a 14-story building in Etabs using flat slabs with a thickness of 30 cm? What checks are necessary for flat plate slab buildings? Also, how can I check the punching shear of slabs at column locations? If you have a re
Zeeshan Ilyas posted a topic in Seismic Design
Can Any provide guidance on designing a 14-story building in Etabs using flat slabs with a thickness of 30 cm? What checks are necessary for flat plate slab buildings? Also, how can I check the punching shear of slabs at column locations? If you have a reference file, please share it with me. -
I have exported a floor from etabs to SAFE following the correct steps(Analysis+floor only option). However,when I try to analyse the model in SAFE, analysis runs and says complete but there are no results.The lock/unlock model setting remains unlocked even after analysis thus no resultant anal... -
Dear Engineers, I have modelled separately two different floors on ETABS and in between is a secondary beam connected to primary beams at the ends. When I pin the secondary beams and do analysis and design,the floors seem to ignore the secondary beams by acting as a single span resulting i...
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I am trying modelling a simply supported plate model in with 10×10 mesh with density 25 Knm2 and E2510^6 and comparing it with results of other finite element applications and also with numerical matrix analysis by hand calculations. Both fem app and hand calculations results match but those of csi...
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I need to check the torsional irregularity but I can't find the Story Max/Avg Displacements Report
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Greetings Everyone, I am doing a case study for validating the results of ETABS and SAFE using same input data. I am using ETABS 2017v and SAFE 2020v. I have assumed same data to be modeled and analyzed in both software. I have been trying to figure out the difference in my results but no...
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Hello every one I have recently faced a problem in Etabs 2016. after designing a building and displaying: design -> concrete frame design -> display design info -> design output -> column P-M-M interaction ratio I find that in some columns, the ratio that is seen on the column is...
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Etabs is not showing result for shear design for my shear wall. It writes something in red about number of legs. But the shear design and capacity is all zero. Any help, please?
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Salam, I have a query regarding finding out the story stifness of building structure. I have modeled a building on Etabs and applied applied UBC Zone-3 lateral loading on it. Ran analysis and then from "show tables" i selected show "story stiffness" and i got a table showing story story stiffn...
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Dear friends, I have building G+2P+7 floors, it's almost symmetric but the second mode is always torsion, I tried many sh. walls configurations but have the same result any tips Thanks I attached the model e2k, G+2p+7.e2k
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I am designed A residential house structure in ETABS and now I am stuck in design the footing ... i have watched so many videos on YouTube and attempt to design it but that didn't worked well...... Please guide me the steps for designing Isolate/striped footing after importing the file from etabs t... -
I need help on the below mentioned query; My query is dual system design in etabs for 24 story Rcc building. Once the parent etabs model is finalized after all the stabilty checks then we have to find base percentages for both columns and shear walls. And prepare two separate models...
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Dear members:I was wondering if anyone has gone through this before.ETABS 15, 16 & 18 are all giving me somewhat logical analysis values but wildly false design. Like failure due to buckling for a 20X60 3.2 meters high column in a typical villa. Or requiring a 17000 mm^2 for a column with only 650 K...
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As per Etabs Manual Maximum reinforcement limit for rectangular beam is .04bd. But Couldn't find this limit in ACI Code. Please refer me to the code article.
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How can we calculate the distributed mass of structure for SDOF?
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When Calculating external wall load on ground beams (FFL +0.3) Should I take the total wall height on of all stories or just the story above ground beams? by total height I mean (Height of the building to where wall extends (T.O.P +9.00)x thickness of wall in elevation x density (assume 18 kN/m3...
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Hi all I analysed a G+3 RCC building in ETAB. After analysis and design, i obtained the rebar percentage for each member. for columns, the value of rebar in 3rd story column got higher than the same column in 1st and 2nd story. is it correct..?
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Assalamualaikum, My question is basic. Say, i have an eight or ten storied building. Soil condition being good, shallow single footings may be used at a depth say 10 feet below the EGL. If i model the support as a fixed support, and design the footing for both axial loads and bending, also cons... -
I am working on modelling of "Nicholson's Obelisk" (located in Taxila city) in SAP2000 for identification of its dynamic characteristics and mode shapes as well. This is how structure looks like. This structure is made up of Granite stones only. I haven't modeled a "Solid model" bef...
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Hello Engineers So I'm having this 7 story building on a sloped land, the occupied levels will be from zero level (Street level) to +3 level , 4 residential stories. the bottom three -3,-2,-1 are being constructed on three levels in order to avoid drilling and any excavation work, considering that b...
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Hello Engineers So I'm having this 7 story building on a sloped land, the occupied levels will be from zero level (Street level) to +3 level , 4 residential stories. the bottom three -3,-2,-1 are being constructed on three levels in order to avoid drilling and any excavation work, considering...
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May I ask how can I apply the vertical component of earthquake in response spectrum analysis in ETABS with the ACI, UBC, or ASCE code? Also, do I have to apply the redundancy factor for Response Spectrum Analysis? -
I have modelled a roof of a guard room comprising of folded plates having irregular geometry. For meshing I used Automesh option & further sub-divided it in 12inch size mesh. But, after viewing the results it was evident that the mesh in different panel was not properly connected. Does that effect t...
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Deal All Please suggest according to your experience that which Etabs Version is the Best one in the latest Version starting from Version 9 to version 16 Thanks
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