Author |
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Topic:Designing foundations in SAFE from Staad pro data |
Aatif
Replies:0 Views:2461
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Forum:SEFI General DiscussionPosted: Fri Jan 01, 2021 7:22 am Subject:Designing foundations in SAFE from Staad pro data |
hello sefians.
i have modelled a building in staad pro. i want to design foundations for that in SAFE Sofware. i import the support reaction from staad pro and interchange Y and Z cordinate axis ... |
Topic:ELz and ELy Values in STAAD Pro |
Aatif
Replies:9 Views:16844
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Forum:SEFI General DiscussionPosted: Mon Dec 07, 2020 5:53 pm Subject:Re: ELz and ELy Values in STAAD Pro |
Sir, your explanation seems little confusing to me.. because in pdf, aling direction local Y, beams were tied, and ELy was calculated as shown in the pdf. where as in direction local Z there was no be ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General Discussion发布:12月1日星期二, 2020 9:19 am Subject:Re: Time Period in design softwares |
It is always better to calculate the time period as per code provided empirical formula and provide the value in STAAD, so that , there is no confusion. Otherwise software will try to calculate the ti ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General Discussion发布:12月1日星期二, 2020 9:17 am Subject:Time Period in design softwares |
Dear Sefian, In Staad.Pro, one needs to define "Seismic Definition" for auto-seismic load generation. It can be done through graphical user interface screen or directly as command line para ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General DiscussionPosted: Sun Nov 29, 2020 3:53 pm Subject:Time Period in design softwares |
Dear Sefian, As I stated earlier, clause 7.7.3 of IS 1893 Part 1: 2016 requires comparison of two values of base shears when we carry out dynamic analysis: a) Base Shear obtained though Seismic Coef ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General DiscussionPosted: Sun Nov 29, 2020 1:41 pm Subject:Time Period in design softwares |
Dear Sefian, Please find attached herewith the extract from ETABS Lateral Force Manual on time period calculation as applicable to IS 1893 Part 1: 2016 and its explanations for your reference. with ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General DiscussionPosted: Sun Nov 29, 2020 1:34 pm Subject:Re: STAAD has some VERIFICATION EXAMPLES IN DYNAMIC ANALYIS |
Dear Er. Aatif ,
STAAD has some VERIFICATION EXAMPLES IN DYNAMIC ANALYIS . Proving that STAAD Time Period calculations are correct. That being the case you can easily rely on STAAAD for Struct ... |
Topic:Time Period in design softwares |
Aatif
Replies:11 Views:8688
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Forum:SEFI General DiscussionPosted: Sat Nov 28, 2020 9:43 am Subject:Time Period in design softwares |
Hello people.
i have this doubt regarding time period. should the time period be calculated as per IS 1893 formulas and input in the software or let software to calculate it and report it. please ... |
Topic:Footing design by Staad foundation Advanced software |
Aatif
Replies:1 Views:2705
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Forum:SEFI General DiscussionPosted: Mon Nov 16, 2020 9:27 am Subject:Footing design by Staad foundation Advanced software |
Hello sefians!
I had a doubt regarding designing of foundations by staad foundation advanced software. While designing a simple isolated Footing in that software, there's an option to choose type o ... |
Topic:ELz and ELy Values in STAAD Pro |
Aatif
Replies:9 Views:16844
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Forum:SEFI General DiscussionPosted: Fri Sep 04, 2020 4:47 am Subject:Re: ELz and ELy Values in STAAD Pro |
Dear Noble,
Atttached please find an explanation on the ELY and ELz
Regards, S Adhikari
Sir, i have gone through your pdf attached. it says ELZ should be referred from IS456. that is to ... |
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