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Eurocode load combination error

new struct — Thu, 17 Aug 2023 06:57:23 GMT

i am using staad pro 2023 and when ever i try to use the Eurocode load generator i get this window

picture

pile cap design RCDC

new struct — Mon, 20 Mar 2023 09:44:44 GMT

Can i design a pile cap with more than 6 numbers in RCDC?

How to do automatic pile arrangement in staad foundation advanced edition V9.7.1.139

new struct — Wed, 22 Mar 2023 10:20:14 GMT

Good day i am trying to do an automatic pile arrangement in staad foundation advanced edition V9.7.1.139 cause i have over 77 supports and it is too cumbersome to be selecting the supports one after the other to chose a suitable arrangement.

Eurocode Load Combination Generator

Mei Choo Teo — Thu, 07 Jul 2022 08:17:56 GMT

communities.bentley.com/.../2022.07.07.xlsx

what is the max absolute stress on Staad plate post processing?

new struct — Tue, 11 Jan 2022 10:58:44 GMT

Good day guys is the stress talking about the tensile stress, or compressive stress?

raft with stiffened beam.

new struct — Tue, 05 Oct 2021 14:23:28 GMT

Good day, I am trying to model this type of raft slab and stiffened beam on staad pro.

My question goes thus

from my few years of experience on raft foundation, the slab is designed with the net upward pressure. so now I have a beam and slab. does it mean some of my net pressure would be transferred to the beam
when I modelled my raft slab on staad pro with elastic mat Foundation. I got the same results using my manual method. but when I decided to add beams to split the slab I noticed my plate moments reduced. now my superior colleague is saying something is wrong with staad, as all the pressure is supposed to be on the raft slab.

is Bentley going to remove British standard?

new struct — Sun, 25 Jul 2021 07:20:00 GMT

Good day, I read that the U.K would no longer be using the British standard in their country, and they would switch to the Eurocodes with U.K annex.

does this mean that Bentley would remove the British standard in subsequent updates since there is no more support for it?

Story Forces & Story Drifts

maruthi infra — Mon, 15 Feb 2021 02:35:44 GMT

With respect to above subject, when i try to import a .accdb file from ETABS v19.0.2 to RCDC v9.4, i get story forces and story drifts missing as shown in attached file. Plz do help in this matter.

Regards

communities.bentley.com/.../Story-Forces-_2600_-Drifts.pdf

why is rcdc eurocode not designing this cantilever beam

new struct — Tue, 08 Jun 2021 18:42:23 GMT

good day, i am trying to design this cantilever beam from etabs in RCDC 9.4.

but i end up getting this error.

How do i apply lateral restraint to a steel on staad

new struct — Tue, 08 Sep 2020 07:31:15 GMT

Good day guy, i have a steel stanchion i want to design and i am to brace it at every 2m, how do i apply the retraint

one way spanning slab

new struct — Tue, 28 Jul 2020 10:46:17 GMT

Good day, I just started practising staad with a friends PC and I noticed that staad has an option for one way spanning slab.

now my question goes does, if I change it from the default (longer direction) To the shorter direction. or design a two-way slab as a one way and I span it in the shorter direction is it possible in real life?

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Tue, 28 Jul 2020 03:04:15 GMT

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