Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
RAM | STAAD | ADINA
RAM | STAAD Forum
Sign In
All tags
EC3
20.07.06.35
21.00.01.12
21.03.00.146
Axes Convention
cantilever
deflection
EN 1993-1
Eurocode
LTB
RAM Connection
RolledSection+Plates
Singapore
STAAD
STAAD.Pro
Steel
Steel Design
steeldesign
Design of Rolled Section + Plates ???
Dani Paul
Dear Colleagues, Previously I had used STAAD.Pro SELECT Series 1 for designing a UB profile beam with Plate on top - as per Eurocode EC3. Until recently, when I try the same using SS4 or even CONNECT Edition (21.03.00.146) - it doesn't seem to design…
Answered
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Actual Deflection in STAAD Using Eurocode
Chelle
Hi. I obtained .663m as actual deflection in STAAD using Eurocode (EN1993-1-1:2005). When checked thru manual computation of deflection, result was different. I have 1.6kN/m^2 uniform load acting on UPN Channel with beam's length 4.1m. Does this…
Answered
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Axes Convention in STAAD and Eurocode
Chelle
Hi. In STAAD, major axis is Z-Z and minor is Y-Y. However, in EC3, it's the other way around. With this, I wish to have confirmation and ask what are the significant parameters to consider about the difference in sign conventions when doing STAAD…
Answered
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design a composite beam with staad using the eurocodes (ec3) with the wizard tool option...
efrosini8
Dear Colleagues, I am trying to design a composite beam with staad using the eurocodes (ec3) From the discussion I can see that this is possible using the wizard option and then the user table specifying the composite material as general.. However…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: The distance between weld line and bolt line in beam to girder connections
Seth Guthrie
I looked through SCI P358, but of course there are no examples where the fin plate to beam is in the extended configuration. The only comment from SCI that specifically addresses the stiffened case (where the plate is welded to the girder along three…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: zp: distance between the bolt line and the weld line
Seth Guthrie
I assume you are using the Eurocode (EN 1993-EC3) and the connection type called Smart FinP. In my sample with a singe column of bolts, if I use zp = 50mm, I also see 50mm used in the design report for the Bolt group shear. When switching to two columns…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
LTB check EN 1993-1 on cantivered section
Inigo Salazar
Hi, I'm carrying out an LTB check to a 5 metre long cantilevered column as per EN 1993-1. I found a way to carry out the check by setting the CMM parameter to 7 (or to 8) and then manually specifying C1, C2, C3 and ZG as per NCCI SN003b (or similar…
over 7 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Utilization ratio according to combined stresses!
Seth Guthrie
Take a look at the Track 2 output. What governs is EC-6.3.3-662, all the other provisions yield smaller unity ratios. These code checks are more than simple applied stress vs. yield stress checks. The following wiki has a bit more explanation: http…
over 8 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad steel design EC3 code checking
EdM
Hi I am performing a code check against EC3 and have specified the TRACK parameter as 2.0 i.e. to output detailed results. I see these results in the output file but there does not seem to be any way to include them in a report. If I select Steel Design…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Re: StaadPro V8i Latest Release - when to be
Jason Coleman
Thank you for your interest in STAAD.Pro. The next release of STAAD.Pro V8i is SELECTseries 3 (release 20.07.08) and is scheduled for the 3rd quarter of this year. This release will have the Singaporean NA to EC3 along with a consolidated Asian and…
over 12 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
View related content throughout RAM | STAAD | ADINA
More
Cancel