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Showing results for tags 'Safe'.
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Hello every one i modeled a flat plate with SAFE and after i run the analysis i got different results when i compare FEM with strip Forces for both M11 and M22 these is so much different . one more thing , i solved the same example with direct design method and when i compare...
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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... -
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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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... -
Hello, I have question regarding the width of design strips. Please see attached plans. We have columns only at Grid line SM and wall at Grid line SB and Grid line SM. Spacing between Grid line SB and SM is 14.05m. Right now, strip widths are 7.025m. Attached please see plan....
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How to model mat on pile cap on SAFE ? Does anyone have similar experience ?
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Hi All, I am facing following problems in modeling a foundation, please guide 1. I have modeled a foundation in CSI SAFE v8 and exported the same model in safe v12 both programs are showing different values soil pressure and punching shear (difference is slight) but why is that? 2. Sa...
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How to check the soil pressures in SAFE? What is difference between min and max pressures? and what is allowable limit?
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Kindly recommend articles or books regarding the basics of the these softwares. Mainly describing the user interface, tools and some practical examples. -
Dear SE Pakistan Members, I am trying to model pits in Raft in CSi SAFE. PIT Bottom slab is depressed 2m below the Top of RAFT. I have following concerns which I would be glad if anyone can address. 1- What is the criteria/condition to analyze raft slab at one level (continuous) and pit/ raft on d...
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I have modeled B+G+6 story in etabs and exported its base with 9" thick and 12 feet high RCC wall with option (export floor loads plus column and wall distortion). In Safe initially i defined raft and soil support properties. after analysis the minimum soil pressure was out range (7 ksf) while my a...
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As'salam o Alikum! Kindly give me some information about the civil engineering institute located in islamabad (preferably) of elsewhere.? Thanks! -
I'm designing a flat slab structure with perimeter cladding that is to be anchored to the edges of the slab. The external cladding has a total weight per meter run of 5 KN/m. How can I apply this load to the slab edges so as to model the true behavior of the slab under loading in order to get accura... -
When I import a raft or slab from ETABS 2013 to SAFE 2014, It is generating dead & "dummy" load case in safe 2014. Load Case, Dummy has a dead load with multiplier of 1. Whereas in Load case Dead, it has a dead and dead_above with a multiplier of 1. When I generate default load combinations from SAF...
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Assalamoalaikum Brothers. i am new in this forum and i am using SAFE for the first time.In one of our project we need data for a continuous footing connected with beam foundation.My superior wants me to give result on this within tomorrow.i have drawn a model in ETABS2015 and get results of fou...
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Please help me in understanding what is load size in csi safe footing design. What data should i input in load size?
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What could be the purpose of reducing raft stiffness by 60% (m11=m22=m12 modifiers of 0.4) in SAFE Model?
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SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
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Hi I have designed a footing in SAFE software. I am just wondering how to check its stability against overturning in SAFE. If anybody knows, please help. Regards Goher Ahmed
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Hello everyone! Sorry if this question has been raised by someone else. I used the slab element to model floor slabs and pile caps. Things were fine until I changed the mesh size to a smaller one. The reinforcement became extremely large at some points, like a concentration. I changed the mesh s...
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Hello to all .. i'm wondering if anyone could help me to calculate uplift pressure and foundation settelement by using csi safe !! i wanna do this becuse there's many cracks appears in the school structures and i wanna to know the reason ? thanks in advance
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Engineers; I have strips in slab designing of 1 meter width ... near the column appeared additional steel to be provided like this: exactly over the column it needed 14T16 right one and left one : 3T16 what is the additional steel shall I put?? because an experienced engineer provided only T16/20...
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CSI (ETABS, SAFE, SAP) SOFTWARES ANALYSIS FILES EXTENSIONS CSI (ETABS, SAFE, SAP) SOFTWARES ANALYSIS FILES EXTENSIONS After running the structural models they create numerous analysis files with very strange file extensions. Here I am talking about CSI softwares; ETABS, SAFE and SAP. These analys...- 3 replies
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assalam o alaikum, Dear Seniors, Kindly clarify what is the difference between MAT and FOOTING option in SAFE while defining slab property. Thanks.
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