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2024-05-30

Geotechnical Analysis with Construction Stages in RFEM 6

In this webinar, you will learn how to perform geotechnical analysis with construction stages in RFEM 6.

Accomplished
Recorded

2024-07-04

2:00 PM – 3:00 PM CEST

English

Free

Event

Webinar | Geotechnical Analysis with Construction Stages in RFEM 6

Time Schedule
00:00 Introduction
03:05 Soil Material and Hardening of Soil Model
06:55 Generate soil solids
20:00 loads, construction stages, and combinations
32:30 Settlement, Soil Stress
53:30 Triaxial Test
57:50 Outlook for the future

Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model(s) after the presentation is complete.

Dipl.-Ing. (FH) Andreas Hörold

Marketing & Public Relations

Mr. Hörold takes care of the Dlubal Software website, moderates the German and English webinars, and creates newsletters and marketing materials.

Dipl.-Ing. Juliane Stopper-Akdag

Product Engineering & Customer Support

Ms. Stopper provides technical support for our customers and is responsible for the development of products for geotechnical engineering.

Location

Online

Links

Downloads

Presentation Slides to Webinar "Geotechnical Analysis with Construction Stages in RFEM 6" (PDF)

1.44 MB

Do you have any questions?

Events

2024-07-25

Modeling and Stress Analysis of Solid Models in RFEM 6

Webinar

Modeling and Stress Analysis of Solid Models in RFEM 6

2024-07-30

ACI 318-19 Concrete Building Design in RFEM 6

Webinar

ACI 318-19 Concrete Building Design in RFEM 6 (USA)

2024-08-01

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | July 2024

2024-08-08

Structures with Reinforced Aluminum Sections

Webinar

Structures with Reinforced Aluminum Sections in RSECTION 1 and RFEM 6

2024-08-15

$Design of Timber Panel Walls in \n RFEM 6$

Webinar

Design of Timber Panel Walls in RFEM 6

2024-08-22

Steel Joint Design in RFEM 6 Using Practical Example

Webinar

Steel Joint Design in RFEM 6 Using Practical Example

2024-08-29

Economic Optimization of Structural Components in RFEM 6

Webinar

Economic Optimization of Structural Components in RFEM 6

2024-09-03

Webinar

Using Python Console in RFEM 6

2024-09-12

$Selected Concrete Features \n in RFEM 6$

Webinar

Selected Concrete Features in RFEM 6

2024-09-19

Design of Arched Masonry Structures in RFEM 6

Webinar

Design of Arched Masonry Structures in RFEM 6

2024-09-26

$Grasshopper – RFEM 6: \n Data Exchange with ETABS$

Webinar

Grasshopper – RFEM 6: Data Exchange with ETABS

2024-09-30 - 2024-10-03

Trade Fair

BATIMAT 2024

Videos

Event

Webinar | Geotechnical Analysis with Construction Stages in RFEM 6

Length: 01:00:08 min

Event

Webinar | Fire Resistance Design of Timber Structures in RFEM 6

Length: 01:06:40 min

Event

Webinar | Tekla Structures Integration in RFEM 6

Length: 00:52:56 min

FAQ

FAQ 005494 | How can I model a timber beam with stiffening on both sides? (splice)

Length: 00:01:22 min

FAQ

FAQ 005477 | The calculation in RFEM 6 takes a very long time, but the processor utilization of my…

Length: 00:00:15 min

Knowledge Base

KB 001877 | ASCE 7-22 and NBC 2020 Seismic P-Delta Considerations in RFEM 6

Length: 00:03:19 min

FAQ

FAQ 005432 | How can I set user-defined points for result values on surfaces in RFEM 6?

Length: 00:00:51 min

Event

Webinar | Design of Industrial Tent Made of Aluminum Sections in RFEM 6

Length: 01:05:46 min

FAQ

FAQ 005429 | How does the ‘Isotropic-FEA’ load transfer surface work?

Length: 00:00:49 min

Playlist

Models to Download

Masonry and Reinforced Concrete Buildings

1242x

101x

Masonry and Reinforced Concrete Buildings

Model 004997 | Triaxial Test of Sample Sand with Modified Hardening Soil Model

53x

10x

Triaxial Test of Sample Sand with Modified Hardening Soil Model

Model 004996 | Building on Soil Massif with Modified Hardening Soil Model

79x

29x

Building on Soil Massif with Modified Hardening Soil Model

83x

19x

Extended Balcony

Model 004903 | Model of Industrial Workshop Extension

248x

Model of Industrial Warehouse Extension

160x

11x

Steel Member RSA | ASCE 7 and NBC

467x

52x

Steel Structure

390x

19x

Bleachers

501x

34x

Concrete Beam

Knowledge Base Articles

KB 001883 | Plate Girder Design According to AISC 360-22 in RFEM 6

Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/t_w) ratio, transverse stiffeners may be required to stiffen the slender web.

KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9

In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.

KB 001879 | Influence of Bending Stiffness of Cables

This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.

KB 001877 | ASCE 7-22 and NBC 2020 Seismic P-Delta Considerations in RFEM 6

The ASCE 7-22 Standard [1], Sect. 12.9.1.6 specifies when P-delta effects should be considered when running a modal response spectrum analysis for seismic design. In the NBC 2020 [2], Sent. 4.1.8.3.8.c gives only a short requirement that sway effects due to the interaction of gravity loads with the deformed structure should be considered. Therefore, there may be situations where second-order effects, also known as P-delta, must be considered when carrying out a seismic analysis.

Product Features

Feature 002443 | Control of Crack Condition for Deformation and Crack Width Analysis

Various design parameters of the cross-sections can be adjusted in the serviceability limit state configuration. The applied cross-section condition for the deformation and crack width analysis can be controlled there.

For this, the following settings can be activated:

Crack state calculated from associated load
Crack state determined as an envelope from all SLS design situations
Cracked state of cross-section - independent of load

Feature 002415 | Improved Segmentation for Deformation Analysis

In the "Deflection and Design Support" tab under "Edit Member", the members can be clearly segmented using optimized input windows. Depending on the supports, the deformation limits for cantilever beams or single-span beams are used automatically.

By defining the design support in the corresponding direction at the member start, member end, and intermediate nodes, the program automatically recognizes the segments and segment lengths to which the allowable deformation is related. It also automatically detects whether it is a beam or a cantilever due to the defined design supports. The manual assignment, as in the previous versions (RFEM 5), is no longer necessary.

The "User-Defined Lengths" option allows you to modify the reference lengths in the table. The corresponding segment length is always used by default. If the reference length deviates from the segment length (for example, in the case of curved members), it can be adjusted.

Feature 002416 | Result Display via Clipping Plane

This feature also contributes to the clearly-arranged display of your results. Clipping planes are intersecting planes that you can place freely throughout the model. The zone in front of or behind the plane is consequently hidden in the display. This way, you can clearly and simply show the results in an intersection or a solid, for example.

Feature 002423 | Displaying Results in Solids

The results of solid stresses can be displayed as colored 3D points in the finite elements.

Frequently Asked Questions (FAQ)

What is the component-based finite element method (CBFEM)?

Can I calculate a composite beam with RFEM 6?

How can I deactivate the automatic self-weight for a particular member in my model?

How can I reduce the calculation time for members with a nonlinear material model in RFEM 6 and RSTAB 9?

What is the meaning of the location_flags in the members_internal_forces class of the WebService API?

Why are the stresses of the structural analysis different from those calculated with the Stress-Strain Analysis add-on?

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