Video

Many thanks :)

It is better to have enough ideas for some of them to be wrong, than to be always right by having no ideas at all.

how to get pdf version of this code, please guide

I have the greatest happiness in life is to know you, and the greatest misfortune is that you can not have.

We take a minute to know someone, one hour to like someone, and one day to love someone, but the whole life to forget someone.

Sometimes accompanied sometimes alone, stay awesome all the time.

Being angry is like drinking poison and expecting others to suffer.

I like old song, old friend and constant lover.

Register for 9:00 AM UTC+2 (Amsterdam) (12:30 Delhi, Mumbai, 15:00 Beijing, 16:00 Seoul, Tokyo) session sdcverifier.my.webex.com/weblink/register/r7e24e9b66fd70454920aa016e40577d6 Register for 4:00 PM UTC+2 (Amsterdam) (09:00 AM Houston, 11:00 AM Rio de Janeiro) session sdcverifier.my.webex.com/weblink/register/r1701e3ec74edafe76ebb5f3ff52b78c7

Normally I create load combinations in RFEM . But Femap with Nastran offer more on 3D elements and assembly components contact than RFEM. It is nice to have the add on .

Important buckling stiffeners info at minute 22.

Good presentation. Looking forward to see Modeling tool in SDC Verifier. My best wishes and thank you

can I request a slide of the material you presented for me to study again?

Thank for your great tutorial. Could you please give me what type of stress which is used when using Fatigue Euro Standard ?

Is offshore structural engineering a viable career choice?

Excellent

You are able to show how powerful is SDC but as you skip steps in the presentation it just seems useless. Instead of solving a complex structure, what do you think in showing how to verify a fixed support beam, with beam and shell elements, and also a simply supported structure.

Hi sir, hope you are fine ? First thank you so much for that course, juste I have a question, what is the difference between linear and non-linear buckling?

Q1: How does the software take care of Irregular plate panel shapes? Eg: large brackets, web frames etc. Q2.Does the software identify that a particular panel is irregular and does the CSR suggested resolution into equivalent rectangles or triangle? Q3. Is manual intervention not required for the same? Thanks for the great introduction to your software. Hope that you could clear out these issues.

Very interesting video. Hopefully learning about buckling can help me fix some body damage on my honda 🤞

Why do you use a static analysis instead of a buckling analysis?

at minute 25:48 he said "the classify profile sections at the same whay" but why are the values of c/t not the same in the beam theory classification section class 4 compered to the plate theory. so why in beam theory its c/t< 15 and in plate theory c/t < 18 ( according to his slides ) as they both are talking about a flange with one free side.

Perhaps this is a very powerful software but the usability is 1 out of 10. I am a civil engineer. I watched this video because of its name is "Eurocode 3...". At 9:18, the section class is 1.00. Is there a section class for example 1.34? Set up units for measuring values in columns. Stability loss curve 4.00. What does 4 mean? This is not in Eurocode 3. Should the user remember all the constants you entered (2:21)? At 20:23, column names are usually called not a decoding of the abbreviated name but a more friendly abbreviation. For example, N_Ed, N_t,Rd, N_c,Rd etc how is it done at 22:51. Pay attention to the implementation of the user interface in RFEM, SCIA, ConSteel and make friends with programmers.

Hi, my name is Igor and I'm a Naval Architect & Marine Engineer from Brazil. I'm a master degree student in ocean engineering and this class helps a lot talking about Structural stability. My reference books are Ship Structural Analysis and Design (2010) from Hughes and Paik, Ultimate Limit State Analysis and Design of Steel Structures (2018) from Paik and the classical book The Theory of Elastic Stability (1961) from Timoshenko and Gere. Thanks for TU Delft from Brazil.

Sir, in case of A if all sides are constrained C-C, then how axial load is applied. ist it under external pressure?

Enta Kerse

fantastic class thanks

37:09 Live Demo Plate Buckling Check DNV

Timecodes for browsing through webinar 2:37 - Introduction. What is SDC Verifier 8:56 - Recognition of structural items (Recognition tools) 13:04 - Implemented codes 14:27 - SDC Reporting (Short description) 17:17 - SDC Verifier benefits 24:16 - Why sell SDC Verifier 28:25 - How to sell SDC Verifier 31:20 - Load combinations: example from Standard 37:45 - Simple stress check (example) 40:35 - Fatigue check (example) 43:03 - Example recognition fatigue (real situation) 44:31 - Weld strength check per weld 46:35 - Plate Buckling 47:39 - Beam member check 48:27 - Joint check 49:45 - Custom check: Rivet and bolt check example 50:13 - SDC Reporting (more detailed description) 52:00 - SDC Results Report. Example 30 years old crane 58:00 - Information for interested in SDC Verifier 59:41 - SDC Verifier company contacts 1:00:03 - Answers to questions