gaurav vijay's Activitieshttps://communities.bentley.com/members/f0713b13_2d00_92fa_2d00_4e39_2d00_8be5_2d00_25d3de37e295gaurav vijay's recent activityen-USTelligent Community 12how to model struts(URM infill as per IS 1893:2016) in staad?https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/204450/how-to-model-struts-urm-infill-as-per-is-1893-2016-in-staadTue, 13 Oct 2020 18:29:39 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9775b679-f959-4063-807b-fbd97ad9291bgaurav vijay<p>As per IS 1893:2016 masonry infill shall be modelled in the structure. may somebody guide which kind of member property shall be considered for modelling strut.</p><div style="clear:both;"></div>how to check clause no 7.6.4 IS 1893 part 1 in staad pro model (clause regarding diaphragm)?https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/204109/how-to-check-clause-no-7-6-4-is-1893-part-1-in-staad-pro-model-clause-regarding-diaphragmTue, 06 Oct 2020 06:55:55 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:04749502-b207-4d65-a502-7323f564b972gaurav vijay<p>May anyone please guide how to apply diaphragm command in line with above mention clause? any special command in Staad-pro to take care of this check.</p><div style="clear:both;"></div>how to apply clause 6.4.3.1 regarding moment of inertia of RC sections of IS 1893(part1):2016 in staad connect model?https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/204112/how-to-apply-clause-6-4-3-1-regarding-moment-of-inertia-of-rc-sections-of-is-1893-part1-2016-in-staad-connect-modelTue, 06 Oct 2020 08:58:54 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e16f86ff-3211-4755-a38b-b28af4555a6egaurav vijay<p>as per the latest code, this major change has been introduced. How to take care of this clause in staad model? Please guide.</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Wed, 30 Sep 2020 06:13:28 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7988defc-09b0-480a-98b6-ed0e946c5090Ask a question in a forum.I want to use RCC floor slab effect on the steel structure of an industrial building. Shall I use master slave command or shall I use floor diaphram command?https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/203918/i-want-to-use-rcc-floor-slab-effect-on-the-steel-structure-of-an-industrial-building-shall-i-use-master-slave-command-or-shall-i-use-floor-diaphram-commandWed, 30 Sep 2020 11:31:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c88a8dd3-4bd3-4a0e-8967-3fec233f8dbfgaurav vijay<p>steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.</p><div style="clear:both;"></div>