- 161
- 349 187
ASDIP Structural Software
United States
เข้าร่วมเมื่อ 30 ต.ค. 2011
ASDIP Structural Software videos. ASDIP is a software for the design of structural components, such as continuous beams, columns, walls, footings, base plates, anchor rods, shear lugs, retaining walls, composite beams, shear connections, etc.
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/
www.asdipsoft.com/asdip-foundation/
มุมมอง: 93
วีดีโอ
Batch Printing in ASDIP Software
มุมมอง 9928 วันที่ผ่านมา
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
มุมมอง 3812 หลายเดือนก่อน
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
มุมมอง 2133 หลายเดือนก่อน
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
มุมมอง 3973 หลายเดือนก่อน
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
มุมมอง 6484 หลายเดือนก่อน
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
มุมมอง 5754 หลายเดือนก่อน
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
มุมมอง 2795 หลายเดือนก่อน
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
มุมมอง 2635 หลายเดือนก่อน
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
มุมมอง 1.2K6 หลายเดือนก่อน
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
มุมมอง 4857 หลายเดือนก่อน
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
มุมมอง 3218 หลายเดือนก่อน
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
มุมมอง 3139 หลายเดือนก่อน
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
มุมมอง 2519 หลายเดือนก่อน
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
มุมมอง 98610 หลายเดือนก่อน
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/
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
Gravity walls will be added to ASDIP RETAIN at the end of October 2024.
@@asdipstructuralsoftware7797 that will be version 5.5.4.4?
can asdip retain design and analyse "gravity retaining walls"? i.e. walls without reinforcement?
Is there a "auto create" to build the wall to minimum passing requirements without playing with the numbers?
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.
Hello, great video. Looks great. If you wanted to design a truss, can it be achieved?
Fantastic! Thank you
how can i get asdip foundation 4.4.8
Can I make modelling of L-shape Pile Cap using this software?
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?
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.
thank you
what is h3? in materials, soil layers
what is h3? in materials, soil layers
Software download link please
Really useful
plz drop file download
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?
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?
You may need top reinforcement when the footing is subject to uplift. The program checks this condition.
@@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.
@@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.
@@asdipstructuralsoftware7797 I appreciate your reply. 🙏
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?
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..
OK Thanks@@asdipstructuralsoftware7797
nice
Great video!! Thank you.
How is water pressure under the base calculated?
It's based on the Archimedes Principle.
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?
Use the highest water level for "h".
Does ASDEP consider Concrete and Soil Cover Self weight internally or should be calculated and added?
The overburden pressure is calculated automatically.
please clarify (Concrete Self + Soil ) ?
@@georgefattal3540 Yes.
Thank you for the confirmation.@@asdipstructuralsoftware7797
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?
what's the software do you use?
ASDIP software.
How to import from ETABS to ASDIP Foundation when we want to use pile cap foundation?
How can i get this full structural design software?
Please go to www.asdipsoft.com/store/ and place your order.
Please Add Eurocode
What software do you use to make the graphics?
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?
Yes, tension axial loads are negative.
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?
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.
@@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.
in the future suggest adding a Canadian "CSA" design check
you should try add "PSL - Parallam" to column and beam types available for design
We will. It's is under development now.
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).
thanks alot! the tension capacity and compression capacity ( the allowable forces) are gotten from soil labs??
Promo>SM 🌈
Thanks!
strap beam splice zone action reverse floor beam splice zone
8:12 how does the tension reinforcements look like in 3D?
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
Great
I will try these foundation applications with my next ASDIP Foundation Design.
This is great. 👏👏 Hello, can we change the units from imperial into metric? Thank you.
Keep doing a great job. Crush your competition with "PromoSM"!!
It's a very wonderful structural design software.
EXCELLENT EXPLANATION, THANK YOU SO MUCH