Author |
Message |
Topic: Design acceleration considered in world different country standards/code |
prakashsiyani
Replies: 0
Views: 1800
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Forum: SEFI General Discussion Posted: Fri Aug 23, 2024 5:51 am Subject: Design acceleration considered in world different country standards/code |
Dear All
Compared seismic force calculation F=mg where g is acceleration. IS 1893 equation Vb= W*Ah, where Ah design acceleration and W is seismic mass
IS 1893 Code compared with different code ... |
Topic: World different country Code Time period considering compared with IS |
prakashsiyani
Replies: 0
Views: 1709
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Forum: SEFI General Discussion Posted: Fri Aug 23, 2024 5:47 am Subject: World different country Code Time period considering compared with IS |
Dear All
Please find attached documents for time period taken world different country code. if anything wrong correct me?
Prakash |
Topic: Column And Shearwall Stiffness study in ETABS |
prakashsiyani
Replies: 0
Views: 1907
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Forum: SEFI General Discussion Posted: Fri Aug 23, 2024 5:28 am Subject: Column And Shearwall Stiffness study in ETABS |
Dear All
300x1200 column and shear wall both have same stiffness or different?
How to play with Shearwall stiffness? fine meshing reduce stiffness due to increase freedom system or No meshing in ... |
Topic: RSM v/s TH Details study |
prakashsiyani
Replies: 0
Views: 1633
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Forum: SEFI General Discussion Posted: Fri Aug 23, 2024 5:01 am Subject: RSM v/s TH Details study |
Dear Sir
RSM curve developed based on single degree of freedom system and that applicable to multi story building with results quantities sum with different mathematic method but still RSM have m ... |
Topic: Earthquake Draft 2023_all world code seismic force comparison |
prakashsiyani
Replies: 0
Views: 5989
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Forum: SEFI General Discussion Posted: Wed May 17, 2023 7:59 pm Subject: Earthquake Draft 2023_all world code seismic force comparison |
Dear sir
Please find attachment for more information related to IS standard to world standars code compare
Please find attachment
Prakash |
Topic: ETABS slab define as membranes and shell compare in details |
prakashsiyani
Replies: 0
Views: 5766
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Forum: SEFI General Discussion Posted: Sat Apr 08, 2023 1:56 pm Subject: ETABS slab define as membranes and shell compare in details |
Dear all
Please find attached documents for understanding of load transfer system in shell and membrane
Prakash |
Topic: Shear wall Design criteria |
prakashsiyani
Replies: 0
Views: 1792
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Forum: SEFI General Discussion Posted: Wed Jul 08, 2020 10:06 am Subject: Shear wall Design criteria |
Dear All
Clearly understand about Strong column week beam theory and Mc/Mb ration as per IS 13920-2016. Also understand column width min 300mm.
Now question about shear wall, is it same rule f ... |
Topic: L-shaped or + shaped column minimum width |
prakashsiyani
Replies: 2
Views: 2616
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Forum: SEFI General Discussion Posted: Sat Mar 07, 2020 6:58 am Subject: Re: L-shaped or + shaped column minimum width |
Hello Sefians,
What is the minimum width of L-shaped column?As we know from IS & ACI code column minimum dimension is 300 mm.
Thanks in advance.
300mm consider in question |
Topic: Story Force for Base shear Calculation |
prakashsiyani
Replies: 1
Views: 3234
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Forum: SEFI General Discussion Posted: Fri Jan 17, 2020 7:36 am Subject: Re: Story Force for Base shear Calculation |
Dear Friend
Reply us on Attached sketch of IS1893-2016.
What about 5A,5D & 5E VB Provision,
Prakash
No expert Reply so understand that only Given height consider for story force ... |
Topic: Beam Torsion in ETABS |
prakashsiyani
Replies: 30
Views: 56096
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Forum: SEFI General Discussion Posted: Fri Sep 14, 2018 9:04 am Subject: Re: Beam Torsion in ETABS |
Dear Abhishek
Staad design shear as a ordinary frame (Shear Only from analysis of Earthquake Combination)
ETABS Design shear using 13920-2016 cl 6.3.2, also that mention in earlier code. (Analys ... |
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