ASDIP Structural Software
ASDIP Structural Software
  • Видео 161
  • Просмотров 353 692
AASHTO Drilled Pier Example Using ASDIP FOUNDATION
ASDIP FOUNDATION includes the analysis and design of drilled piers per AASHTO LRFD. This video shows a step-by-step example of a drilled pier embedded in four layers of soil, and subject to shear, bending, and axial loads. The example includes the reinforcement design to comply with all the code requirements.
www.asdipsoft.com/asdip-foundation/
Просмотров: 237

Видео

Batch Printing in ASDIP Software
Просмотров 114Месяц назад
ASDIP includes a new feature to allow batch printing of calculation reports directly from the ASDIP Project Manager. This is a time-saver for projects with a large number of calculations, since there is no need to open and print the individual calculations one-by-one. www.asdipsoft.com/batch-printing/
Cantilever Retaining Wall Example Using ASDIP RETAIN
Просмотров 4203 месяца назад
ASDIP RETAIN includes the design of cantilever retaining walls. This video shows the step-by-step procedure to design a real-life cantilever retaining wall from scratch, showing the information input, the results analysis, and the design optimization. www.asdipsoft.com/asdip-retain/ www.asdipsoft.com/cantilever-retaining-wall-design-example/
Shear Wall Design Example Using ASDIP WOOD
Просмотров 2343 месяца назад
ASDIP WOOD includes the design of multistory shear walls. But how do you enter the information to the software? How do you analyze the results? How do you optimize the design? This video shows a step-by-step design example of a wood multistory shear wall subject to multiple gravity and lateral loads. www.asdipsoft.com/asdip-wood/ www.asdipsoft.com/shear-wall-example/
ASDIP WOOD 3 Release - Overview
Просмотров 4484 месяца назад
ASDIP WOOD is a structural design software for the design of wood Columns, Beams, Bearing Walls, and Shear Walls. The simple and intuitive graphical user interface allows to model, design, optimize, and check complex structural members in minutes, which otherwise it could take hours if they were designed by hand. www.asdipsoft.com/asdip-wood/ www.asdipsoft.com/asdip-wood-3-release/
Pile Analysis and Design - Overview
Просмотров 7335 месяцев назад
Piles are members mostly loaded axially, but often they support lateral loads and moments as well. But how are the loads transferred to the soil? What are the maximum moments and shears along the pile? What are the code provisions applicable to pile reinforcement design? This is an overview of engineering concepts behind the analysis and design of concrete piles such as Drilled Piers and Auger ...
Pile Design Example Using ASDIP FOUNDATION
Просмотров 6295 месяцев назад
ASDIP FOUNDATION includes the analysis and design of piles, such as Auger Cast Piles or Drilled Piers. This video shows the step-by-step analysis and design of a 100 ft long drilled pier embedded in sand and clay layers. It includes the multiple checks to comply with the ACI 318-19 provisions, with expert engineering comments. www.asdipsoft.com/asdip-foundation/ www.asdipsoft.com/pile-design-ex...
Combined Footing Example Using ASDIP FOUNDATION
Просмотров 3005 месяцев назад
ASDIP FOUNDATION includes the design of combined footings. How do you actually design a combined footing for a real-life situation? This video shows the step-by-step process to complete and optimize the design quick and easily. It includes engineering comments about the design optimization. www.asdipsoft.com/asdip-foundation/ www.asdipsoft.com/combined-footing-example/
Strap Footing Example Using ASDIP FOUNDATION
Просмотров 2866 месяцев назад
This video shows a step-by-step design example of a strap footing system, using ASDIP FOUNDATION software. It shows from scratch the design steps in detail with Engineering comments leading to the optimization of the structural elements. www.asdipsoft.com/asdip-foundation/ www.asdipsoft.com/strap-footing-example/
ASDIP FOUNDATION 5 Release - Overview
Просмотров 1,3 тыс.6 месяцев назад
ASDIP FOUNDATION 5 has been released. It includes great new features and modules, such as Pile Analysis & Design, and out-of-plane loads in Combined Footings and Strap Footings. Multiple improvements in the graphical user interface of all modules. This video shows an overview of all modules in this new version of ASDIP FOUNDATION. www.asdipsoft.com/asdip-foundation-5-release/ www.asdipsoft.com/...
Circular Base Plate Example Using ASDIP STEEL
Просмотров 5298 месяцев назад
ASDIP STEEL includes the design of circular base plates per AISC 360, and the anchor rods per ACI 318. But how do you actually design a real-life circular base plate? What are the applicable limit states? This video shows a step-by-step design example of a circular base plate and anchorage using ASDIP STEEL, including the modelling process and the design optimization. www.asdipsoft.com/asdip-st...
HSS Moment Connection Example Using ASDIP STEEL
Просмотров 3479 месяцев назад
ASDIP STEEL includes the design of moment connections when the column is an HSS section. This step-by-step solved example shows the full design and optimization procedure from scratch, including all the applicable limit states for shear and moment design, as well as the design checks per the AISC code. www.asdipsoft.com/asdip-steel/
HSS Column Shear Connection Example
Просмотров 3409 месяцев назад
ASDIP STEEL includes the design of shear connections of W-beams to HSS-columns using several types of connectors. The program calculates the structural capacity of each applicable limit state and performs design checks per the AISC 360 code. This video shows a step-by-step design example using ASDIP STEEL with expert comments to optimize the design. www.asdipsoft.com/asdip-steel/ www.asdipsoft....
Web Opening Example Using ASDIP STEEL
Просмотров 25610 месяцев назад
ASDIP STEEL includes the design of web opening in wide flange beams. How do you calculate the structural capacity of a member with a web opening? Does the opening need to be reinforced? If so, how do you reinforce a web opening? This video shows a step-by-step web opening design example using ASDIP STEEL software. www.asdipsoft.com/asdip-steel/ www.asdipsoft.com/web-opening-example/
ASDIP STEEL 6 Release - Overview
Просмотров 1 тыс.10 месяцев назад
ASDIP STEEL 6 has been released, including great new features such as Circular Base Plates, HSS Shear Connections, HSS Moment Connections, and a brand-new module on Web Openings design. We are confident that this new version will be very useful to expedite your daily design tasks. www.asdipsoft.com/asdip-steel/
Basement Concrete Wall Example Using ASDIP RETAIN
Просмотров 799Год назад
Basement Concrete Wall Example Using ASDIP RETAIN
LSL Bearing Wall Example Using ASDIP WOOD
Просмотров 196Год назад
LSL Bearing Wall Example Using ASDIP WOOD
Glulam Beam Design Example Using ASDIP WOOD
Просмотров 317Год назад
Glulam Beam Design Example Using ASDIP WOOD
Composite Lumber Sections - New Feature in ASDIP WOOD
Просмотров 128Год назад
Composite Lumber Sections - New Feature in ASDIP WOOD
ASDIP WOOD Release - Overview
Просмотров 692Год назад
ASDIP WOOD Release - Overview
ASDIP WOOD Quick Overview - Releasing Shortly
Просмотров 229Год назад
ASDIP WOOD Quick Overview - Releasing Shortly
Counterfort Retaining Wall on Piles Example Using ASDIP RETAIN
Просмотров 1,3 тыс.Год назад
Counterfort Retaining Wall on Piles Example Using ASDIP RETAIN
Shear Wall Design Example Using ASDIP CONCRETE
Просмотров 792Год назад
Shear Wall Design Example Using ASDIP CONCRETE
AASHTO Anchored Retaining Wall Example Using ASDIP RETAIN
Просмотров 615Год назад
AASHTO Anchored Retaining Wall Example Using ASDIP RETAIN
ASDIP STEEL Complies with CSA S16-19
Просмотров 578Год назад
ASDIP STEEL Complies with CSA S16-19
Generating Footing Schedule Using ASDIP FOUNDATION
Просмотров 1,5 тыс.Год назад
Generating Footing Schedule Using ASDIP FOUNDATION
ASDIP RETAIN Complies with CSA A23.3-19
Просмотров 148Год назад
ASDIP RETAIN Complies with CSA A23.3-19
Beam Design Manager in ASDIP CONCRETE
Просмотров 823Год назад
Beam Design Manager in ASDIP CONCRETE
Composite Beam Design Example Using ASDIP STEEL
Просмотров 503Год назад
Composite Beam Design Example Using ASDIP STEEL
Beam to Column Web Shear Connection Example
Просмотров 665Год назад
Beam to Column Web Shear Connection Example

Комментарии

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 6 дней назад

    👍👍👍

  • @venkatesh2285
    @venkatesh2285 12 дней назад

    How to design slimming pool as per aci?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 Месяц назад

      Gravity walls will be added to ASDIP RETAIN at the end of October 2024.

    • @RD-gj4ki
      @RD-gj4ki Месяц назад

      @@asdipstructuralsoftware7797 that will be version 5.5.4.4?

  • @RD-gj4ki
    @RD-gj4ki Месяц назад

    can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?

  • @havasuonthelake3816
    @havasuonthelake3816 2 месяца назад

    Is there a "auto create" to build the wall to minimum passing requirements without playing with the numbers?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 2 месяца назад

      No. There are so many variables involved in the design of a retaining wall that this would be very difficult. In addition, being the design process a mix of science and art, the personal touch and preferences of the designer cannot be replaced by any software.

  • @angelmoratroncoso9431
    @angelmoratroncoso9431 3 месяца назад

    Hello, great video. Looks great. If you wanted to design a truss, can it be achieved?

  • @charlesfield9286
    @charlesfield9286 3 месяца назад

    Fantastic! Thank you

  • @HossainAlamgir-r1u
    @HossainAlamgir-r1u 4 месяца назад

    how can i get asdip foundation 4.4.8

  • @danangs.raharja6111
    @danangs.raharja6111 4 месяца назад

    Can I make modelling of L-shape Pile Cap using this software?

  • @TV-eh9fi
    @TV-eh9fi 5 месяцев назад

    I have a question. For the portion that is in tension, how should we design it in flexure? Are we not going to make any adjustments? are Case II, III , and IV still acceptable?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 5 месяцев назад

      Areas not in contact with soil may need top reinforcement if the plain concrete capacity is not enough to resist the top tension due to gravity loads. ASDIP FOUNDATION checks this.

  • @somnangvat8599
    @somnangvat8599 6 месяцев назад

    thank you

  • @AyelenRinaldi-xb6el
    @AyelenRinaldi-xb6el 6 месяцев назад

    what is h3? in materials, soil layers

  • @AyelenRinaldi-xb6el
    @AyelenRinaldi-xb6el 6 месяцев назад

    what is h3? in materials, soil layers

  • @rubelhasan6652
    @rubelhasan6652 7 месяцев назад

    Software download link please

  • @uvaraj6328
    @uvaraj6328 7 месяцев назад

    Really useful

  • @17-hentong54
    @17-hentong54 7 месяцев назад

    plz drop file download

  • @gnidnoeled786
    @gnidnoeled786 7 месяцев назад

    I understand that Mx and Mz are moments of beams at the support, which is the subject column. What about the Vx and Vz? Are these from wind and earthquake?

  • @gnidnoeled786
    @gnidnoeled786 7 месяцев назад

    For this isolated footing in the reinforcement tab, the diagram is showing top reinforcement. What is the condition of the load why we need to provide top reinforcement?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 7 месяцев назад

      You may need top reinforcement when the footing is subject to uplift. The program checks this condition.

    • @gnidnoeled786
      @gnidnoeled786 7 месяцев назад

      @@asdipstructuralsoftware7797 Thanks for the reply. Is it correct to say that having an uplift is not a desirable design? I thought, top reinforcement is provided only if footing thickness is more than 1m, act as temperature / shrinkage bars.

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 7 месяцев назад

      @@gnidnoeled786 Yes to both, uplift is undesirable but sometimes is unavoidable and the design must consider it. For deep sections the T&S steel should include top and bottom bars.

    • @gnidnoeled786
      @gnidnoeled786 7 месяцев назад

      @@asdipstructuralsoftware7797 I appreciate your reply. 🙏

  • @yibekaleteffa7268
    @yibekaleteffa7268 8 месяцев назад

    Hi...in your calculation you have considered only moment on x axis and shear force on Y axis.But what about moment in the y direction and shear on x axis?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 8 месяцев назад

      Shear Walls will have in-plane loads. Walls with out-of-plane loads are referred as Bearing Walls, such as exterior walls subject to gravity and wind. Bearing walls are also part of ASDIP CONCRETE..

    • @yibekaleteffa7268
      @yibekaleteffa7268 8 месяцев назад

      OK Thanks@@asdipstructuralsoftware7797

  • @RSTENGINEERSCONSULTANTS
    @RSTENGINEERSCONSULTANTS 8 месяцев назад

    nice

  • @mariannafinks968
    @mariannafinks968 9 месяцев назад

    Great video!! Thank you.

  • @jackfalk7534
    @jackfalk7534 9 месяцев назад

    How is water pressure under the base calculated?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 9 месяцев назад

      It's based on the Archimedes Principle.

    • @jackfalk7534
      @jackfalk7534 9 месяцев назад

      Okay great, so in this case, if you’ve got differing ground water levels on both sides, presumably you take the highest for “h” before multiplying it by the unit weight of water and the length of the base? Presumably to mimic it being submerged, or would we work out two separate forces at the base?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 9 месяцев назад

      Use the highest water level for "h".

  • @georgefattal3540
    @georgefattal3540 10 месяцев назад

    Does ASDEP consider Concrete and Soil Cover Self weight internally or should be calculated and added?

  • @davidbruce5377
    @davidbruce5377 11 месяцев назад

    I have a project on the seaside, with a A - Frame stone sea wall and I wanted to design strap footings, deeper than the bottom of the wall. Can the strap beam be deeper than the bottom of the footing if soil pressures are higher?

  • @kambingberokbusok1347
    @kambingberokbusok1347 Год назад

    what's the software do you use?

  • @fillbertnjoko7875
    @fillbertnjoko7875 Год назад

    How to import from ETABS to ASDIP Foundation when we want to use pile cap foundation?

  • @emmanuelehimhen24
    @emmanuelehimhen24 Год назад

    How can i get this full structural design software?

  • @melkamuataro7858
    @melkamuataro7858 Год назад

    Please Add Eurocode

  • @CCDB27
    @CCDB27 Год назад

    What software do you use to make the graphics?

  • @manuelitojuan305
    @manuelitojuan305 Год назад

    do we consider the sign of forces from the extraction of forces from other software.. for example moment and axial load... do i need to put the negative sign in axial load?

  • @MariaMercadoCelin-qc4lt
    @MariaMercadoCelin-qc4lt Год назад

    Hi, I have been testing the demo version. I would like to know how the software determines if the column is edge/interior/corner. I see that it is automatically done based on the footing dimensions, but what's the criteria?

    • @asdipstructuralsoftware7797
      @asdipstructuralsoftware7797 Год назад

      If the column face is closer than d/2 from an edge of the footing, it is an edge column. If two column faces are closer than d/2 from the two edges of a footing corner, it is a corner column. Otherwise it is an interior column.

    • @MariaMercadoCelin-qc4lt
      @MariaMercadoCelin-qc4lt Год назад

      @@asdipstructuralsoftware7797 Thanks for the super quick answer...That's what I thought. But I am trying with the following input: Footing: 2.5 ft x 2.5 ft x 16 in Rebar: #5 Column: 6 in x 6 in, and pedestal same size....No offsets. So, d=12.4 in, and d/2=6.2 in. According to the software, this is a corner column. I don't understand why. With those dimensions, between the column edge and the footing edge there are 12 in. so more than d/2. What am I missing? Also, in the graph for punching, it shows a 2.56 ft x 2.56 ft square, that I can't track what it means.

  • @georgebeck3221
    @georgebeck3221 Год назад

    in the future suggest adding a Canadian "CSA" design check

  • @georgebeck3221
    @georgebeck3221 Год назад

    you should try add "PSL - Parallam" to column and beam types available for design

  • @dudleyfrancis5801
    @dudleyfrancis5801 Год назад

    ASDIP Wood is a great idea and I will be working with this software in the future. It would be great to also have a program for trusses (roof and floor in both metal and wood).

  • @anastaha2438
    @anastaha2438 Год назад

    thanks alot! the tension capacity and compression capacity ( the allowable forces) are gotten from soil labs??

  • @jeromehiggins3678
    @jeromehiggins3678 Год назад

    Promo>SM 🌈

  • @charlesfield9286
    @charlesfield9286 Год назад

    Thanks!

  • @naynaingthu7781
    @naynaingthu7781 Год назад

    strap beam splice zone action reverse floor beam splice zone

  • @exzar9684
    @exzar9684 Год назад

    8:12 how does the tension reinforcements look like in 3D?

  • @Alberto-xb5hg
    @Alberto-xb5hg Год назад

    this is all good...however....I have seen not design ....of throughout bolts with a backing plate... I have a Simpson strong wall sitting on existing footing...my best option to transfer the loads to foundation is to drive the bolts through the 18"thk. concrete and provide a backing plate.... the Simpson wall is 4" wide with 1"diam. rod....so...the distance to one edge is 2"... I could pour / epoxy new concrete...but...that would not make any difference...there are not edge distance issues on the long side... any suggestion...or...can you address an example for such conditions

  • @mostafaelbaroudy471
    @mostafaelbaroudy471 Год назад

    Great

  • @dudleyfrancis5801
    @dudleyfrancis5801 Год назад

    I will try these foundation applications with my next ASDIP Foundation Design.

  • @reymarksua6067
    @reymarksua6067 Год назад

    This is great. 👏👏 Hello, can we change the units from imperial into metric? Thank you.

  • @stephenyoung6608
    @stephenyoung6608 Год назад

    Keep doing a great job. Crush your competition with "PromoSM"!!