puttatt jayarajan
puttatt jayarajan
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PLAXIS: Tutorial -10: Analysis of Laterally Loaded Piles
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html
The tutorial demonstrates the analysis of piles subjected to lateral loads using PLAXIS geotechnical software.
มุมมอง: 6 010

วีดีโอ

PLAXIS: Tutorial -09: Pullout Capacity Analysis of a Suction Anchor
มุมมอง 883ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial demonstrates the computation of pullout capacity a suction anchor founded in NC clay using PLAXIS geotechnical software.
PLAXIS: Tutorial -08: Geotechnical capacity of a single bored pile in compression
มุมมอง 4.5Kปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial demonstrates the computation of geotechnical capacity of bored concrete pile in compression using PLAXIS geotechnical software.
PLAXIS: Tutorial -07: Simulation of Pile Load Test in Compression
มุมมอง 6Kปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial demonstrates the simulation of vertical load test in compression covering both loading and unloading phases using PLAXIS geotechnical software
PLAXIS: Tutorial -06: Moment-Rotation Curves for Shallow Foundations
มุมมอง 658ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial demonstrates construction of moment-rotation curves for shallow foundations using PLAXIS geotechnical software.
PLAXIS: Tutorial -05: Contact Stress Distribution Below Foundations
มุมมอง 922ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provides evaluation of contact stress distribution below foundations using PLAXIS geotechnical software.
PLAXIS: Tutorial-4 (Part-1 of 2): Shear Wall Foundation
มุมมอง 271ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provides assessment of a shear wall foundation in terms of settlements and stresses using PLAXIS geotechnical software.
PLAXIS: Tutorial-4 (Part-2 of 2): Shear Wall Foundation
มุมมอง 202ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provides assessment of a shear wall foundation in terms of settlements and stresses using PLAXIS geotechnical software.
PLAXIS: Tutorial-3 (Part-1 of 2): Verification of Raft Foundation
มุมมอง 827ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provide verifications performed for a raft foundation subjected to a given set of loads using PLAXIS geotechnical software.
PLAXIS: Tutorial-3 (Part-2 of 2): Verification of Raft Foundation
มุมมอง 521ปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provides verifications performed for a raft foundation subjected to a given set of loads using PLAXIS geotechnical software.
PLAXIS Tutorial-2: Bearing Capacity Analysis of a Circular Footing
มุมมอง 1.8Kปีที่แล้ว
For other PLAXIS tutorials, visit the following playlist link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html Tutorial-02 demonstrates the procedure to calculate the bearing capacity of a circular footing using PLAXIS.
PLAXIS: Tutorial-1: Bearing Capacity Analysis of a Square footing
มุมมอง 6Kปีที่แล้ว
For other PLAXIS tutorials visit the following link: th-cam.com/play/PLMei8AdqH6IL1k03fvmzxpdb6c9Z9PAhY.html The tutorial provide detailed procedure for the computation of bearing capacity of a square foundation using PLAXIS-3D program.
Abaqus tutorial - 18: Modal analysis of a beam (nonstructural mass option)l
มุมมอง 472ปีที่แล้ว
For various tutorials, visit the following playlists. Abaqus simulations in structural & geotechnical engineering th-cam.com/play/PLMei8AdqH6IKrYLQV7BSE8MqhH7n0aYL3.html Idea statica concrete tutorials th-cam.com/play/PLMei8AdqH6IJBxcP52ku76pedJfC5pOFn.html Seismic assessment of structural steel connections th-cam.com/play/PLMei8AdqH6IIlD4RDIqEHjmi5VlEERwMe.html CBFEM based software Idea Static...
Abaqus simulation : Ground response analysis -Mode shapes & frequencies
มุมมอง 564ปีที่แล้ว
For various tutorials, visit the following playlists. Abaqus simulations in structural & geotechnical engineering th-cam.com/play/PLMei8AdqH6IKrYLQV7BSE8MqhH7n0aYL3.html Idea statica concrete tutorials th-cam.com/play/PLMei8AdqH6IJBxcP52ku76pedJfC5pOFn.html Seismic assessment of structural steel connections th-cam.com/play/PLMei8AdqH6IIlD4RDIqEHjmi5VlEERwMe.html CBFEM based software Idea Static...
Idea Statica concrete tutorial - 03: Design of a reinforced concrete T-beam
มุมมอง 469ปีที่แล้ว
For various tutorials, visit the following playlists. Idea statica concrete tutorials th-cam.com/play/PLMei8AdqH6IJBxcP52ku76pedJfC5pOFn.html Abaqus simulations in structural & geotechnical engineering th-cam.com/play/PLMei8AdqH6IKrYLQV7BSE8MqhH7n0aYL3.html Seismic assessment of structural steel connections th-cam.com/play/PLMei8AdqH6IIlD4RDIqEHjmi5VlEERwMe.html CBFEM based software Idea Static...
Abaqus tutorial - 17: Analysis of a single degree of freedom (SDOF) system
มุมมอง 577ปีที่แล้ว
Abaqus tutorial - 17: Analysis of a single degree of freedom (SDOF) system
Abaqus tutorial - 16: Capacity analysis of a beam-beam fin plate shear connection
มุมมอง 558ปีที่แล้ว
Abaqus tutorial - 16: Capacity analysis of a beam-beam fin plate shear connection
Idea statica concrete tutorial -02: Design of a continuous reinforced concrete beam
มุมมอง 510ปีที่แล้ว
Idea statica concrete tutorial -02: Design of a continuous reinforced concrete beam
Idea statica concrete tutorial - 01: Design of a simply supported reinforced concrete beam
มุมมอง 1.3Kปีที่แล้ว
Idea statica concrete tutorial - 01: Design of a simply supported reinforced concrete beam
Abaqus tutorial - 15: Analysis of beam-beam end plate shear connection
มุมมอง 470ปีที่แล้ว
Abaqus tutorial - 15: Analysis of beam-beam end plate shear connection
Damage-simulation of a specimen in tension
มุมมอง 107ปีที่แล้ว
Damage-simulation of a specimen in tension
Tutorial-14: Damage analysis of a tension specimen
มุมมอง 279ปีที่แล้ว
Tutorial-14: Damage analysis of a tension specimen
Abaqus tutorial - 13: Geotechnical capacity analysis of a single pile
มุมมอง 4.5Kปีที่แล้ว
Abaqus tutorial - 13: Geotechnical capacity analysis of a single pile
Abaqus tutorial - 12 (Part-C): Analysis of a structural steel bolted bracket
มุมมอง 395ปีที่แล้ว
Abaqus tutorial - 12 (Part-C): Analysis of a structural steel bolted bracket
Abaqus tutorial - 12 (Part-B): Analysis of a structural steel bolted bracket
มุมมอง 391ปีที่แล้ว
Abaqus tutorial - 12 (Part-B): Analysis of a structural steel bolted bracket
Abaqus tutorial -12 (Part-A): Analysis of a structural steel bolted bracket
มุมมอง 616ปีที่แล้ว
Abaqus tutorial -12 (Part-A): Analysis of a structural steel bolted bracket
Abaqus tutorial - 11 : Bolt pretension
มุมมอง 1.4Kปีที่แล้ว
Abaqus tutorial - 11 : Bolt pretension
Abaqus tutorial - 10 (Part-B): Analysis of a lug-pin assembly
มุมมอง 602ปีที่แล้ว
Abaqus tutorial - 10 (Part-B): Analysis of a lug-pin assembly
Abaqus tutorial - 10 (Part-A): Analysis of a lug-pin assembly
มุมมอง 794ปีที่แล้ว
Abaqus tutorial - 10 (Part-A): Analysis of a lug-pin assembly
Abaqus tutorial - 09 : Bearing capacity analysis of a circular footing( axisymmetric case)
มุมมอง 1.1Kปีที่แล้ว
Abaqus tutorial - 09 : Bearing capacity analysis of a circular footing( axisymmetric case)

ความคิดเห็น

  • @ibrahimomermubarak9261
    @ibrahimomermubarak9261 วันที่ผ่านมา

    Hello Sir, Thanks for the video, I'm encountering a problem while while checking deformations, Problem: My plate i.e the raft foundation stays blue in color when viewing the deformations, but in your video the foundation itself is showing red , yellow & orange color while viewing deformations. I followed your steps though, can you please suggest what i might be doing wrong, or how should i get such deformation on my raft foundation?

  • @jailanomar5734
    @jailanomar5734 14 วันที่ผ่านมา

    how to analyse the pad footing of the whole building and model the whole framed structure in plaxis

  • @randomtheories4295
    @randomtheories4295 14 วันที่ผ่านมา

    Can you able to share me the calculations notes for the connection design for the cross verification between hand calc and idea statica. It will be very helpful for me .

  • @zhiwang6885
    @zhiwang6885 หลายเดือนก่อน

    Can the software analyze retaining walls? Are there any relevant tutorials?

  • @mehranfaraji8148
    @mehranfaraji8148 หลายเดือนก่อน

    With respect, this analysis of yours has problems from a theoretical point of view, and according to Abacus's own documentation, I would like to draw your attention to the following content from the documentation, so that you can find out whether your analysis is wrong. If you intend to model curved beam structures, you should use one of the two methods described earlier to define the n2-direction directly, allowing you great control in modeling the curvature There are two methods that can be used to override the n2 direction defined by Abaqus; both require editing the input file manually. One is to give the components of n2 as the 4th, 5th, and 6th data values following the nodal coordinates. The alternative is to specify the normal direction directly with the NORMAL option (this option can be added using the Abaqus/CAE Keywords Editor). If both methods are used, the latter takes precedence. Abaqus again defines the n1-direction as n2×t

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 หลายเดือนก่อน

    👍👍👍

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 หลายเดือนก่อน

    👍👍👍

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 หลายเดือนก่อน

    👍👍👍

  • @harmony318
    @harmony318 หลายเดือนก่อน

    Sir, how to dewign splice connection for 1.2fyAg.

  • @Engrwaleed555
    @Engrwaleed555 หลายเดือนก่อน

    Great lectures.

  • @daneshvararash62
    @daneshvararash62 2 หลายเดือนก่อน

    Appreciate it for your all explanations. perfect

  • @mohammadseyedhoseyni4314
    @mohammadseyedhoseyni4314 2 หลายเดือนก่อน

    Thank you 🙏🙏🙏

  • @engr.L
    @engr.L 2 หลายเดือนก่อน

    Can you explain the anchor left layers having "72-150*2" as to how it came about?

  • @mohammadseyedhoseyni4314
    @mohammadseyedhoseyni4314 2 หลายเดือนก่อน

    Thank you 🙏

  • @Reelsmusictrending
    @Reelsmusictrending 3 หลายเดือนก่อน

    Hello sir please tell how to add soil nailing properties in plaxis 2D

  • @Engrwaleed555
    @Engrwaleed555 3 หลายเดือนก่อน

    I am getting singularity warning.

  • @jenniferamadankwah7672
    @jenniferamadankwah7672 3 หลายเดือนก่อน

    How did you generate the design bearing capacity graph? You didn’t show that

  • @vasubhadania
    @vasubhadania 3 หลายเดือนก่อน

    I'm getting Analysis X Singularity

  • @hanzlahakhlaq8929
    @hanzlahakhlaq8929 3 หลายเดือนก่อน

    why the applied loads are changed after analysis?????

  • @niteshthakur2644
    @niteshthakur2644 3 หลายเดือนก่อน

    I came out to be very helpful for me thank you Sir

  • @jeromegoo5407
    @jeromegoo5407 3 หลายเดือนก่อน

    how to add bolt from 4 nos to 6 nos instead of 4 nos to 8 nos?

  • @besthighlights1093
    @besthighlights1093 4 หลายเดือนก่อน

    Nice video I face difficulty in generating of load deformation curve. Will you guide me When I generate curve, a straight line with only two points generated

    • @vivifebryana5135
      @vivifebryana5135 19 วันที่ผ่านมา

      did u get the answer?

    • @besthighlights1093
      @besthighlights1093 18 วันที่ผ่านมา

      @vivifebryana5135 yes but still facing difficulty

  • @vishalkumar-zx3pi
    @vishalkumar-zx3pi 4 หลายเดือนก่อน

    Thank u sir for a well explained tutorial on steel connections. sir i want to know about how to design the connection of steel beam to concrete column. please provide the tutorial for the same.

  • @besthighlights1093
    @besthighlights1093 4 หลายเดือนก่อน

    Sir please explain that how your point (A) already slected while you make curve My curve formed straight line

  • @paulmavundla1941
    @paulmavundla1941 5 หลายเดือนก่อน

    Why are you using such a low unit weight for the concrete footing? It is typically in the order of 23kN/m3

  • @MrCcpt
    @MrCcpt 5 หลายเดือนก่อน

    Certainly, sir. Could you please provide some tutorials of pile-raft foundation?

  • @rinarebutrayhansah9885
    @rinarebutrayhansah9885 5 หลายเดือนก่อน

    Thank you for your tutorials 😊

  • @__hosnaa__
    @__hosnaa__ 5 หลายเดือนก่อน

    👌👌👌👌

  • @crchikmath
    @crchikmath 5 หลายเดือนก่อน

    Can we design the ball and socket connection in Idea Statica?

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 5 หลายเดือนก่อน

    👍👍👍

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 5 หลายเดือนก่อน

    👍👍👍

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 5 หลายเดือนก่อน

    👍👍👍

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 5 หลายเดือนก่อน

    👍👍👍

  • @waqas9193
    @waqas9193 5 หลายเดือนก่อน

    Hi sir, how you convert the Mstage value to Load in KN

  • @hrojkcx
    @hrojkcx 6 หลายเดือนก่อน

    Hlo

  • @mirzanaushadbaig9147
    @mirzanaushadbaig9147 6 หลายเดือนก่อน

    Thanks for sharing. I have an important query. How about the stiffness analysis of bolted splice connection when you make it say at 0.5m and you input the theoretical length the full span between column in both major and minor direction. I have did one for my project and the splice is showing pinned. Would appreciate if you explain this case

  • @rasoolmansoubi
    @rasoolmansoubi 6 หลายเดือนก่อน

    I am iranian i should say you are so great man

  • @tanvirsiddik7284
    @tanvirsiddik7284 6 หลายเดือนก่อน

    Sir,Is it possible to input degree of saturation of soil in PLAXIS 2D? If possible, then please guide me. I'm in problem for my thesis work regarding degree of saturation.

  • @mariogalindoq
    @mariogalindoq 6 หลายเดือนก่อน

    The body force is a force, not an acceleration. You should multiply the gravity acceleration by the density of the material! On the contrary, you could apply a gravity acceleration (with gravity). Therefore the weight of the soil is too low in your model.

  • @darirusanferaa7647
    @darirusanferaa7647 6 หลายเดือนก่อน

    19:44 what happen here you switch to different window?

    • @simp.history
      @simp.history 5 หลายเดือนก่อน

      Yes after that there a new weld in the web

  • @crchikmath
    @crchikmath 6 หลายเดือนก่อน

    very good explaination making things to understand in simple way. Can you also include the connections to built up sections like double channel, I or angular one sir?

  • @cavanshirpiriyev3552
    @cavanshirpiriyev3552 7 หลายเดือนก่อน

    👍👍👍

  • @crchikmath
    @crchikmath 7 หลายเดือนก่อน

    Can a ball and socket joint be designed in IDEA Statica?

  • @gustavorey3444
    @gustavorey3444 7 หลายเดือนก่อน

    very interesting video, good class, please add subtitles. Im a structural engineer from Colombia and I will start your classes, thanks

  • @zethrumahtita6107
    @zethrumahtita6107 7 หลายเดือนก่อน

    Hello sir, if the length of steel member 16 m , and i want to devided to be 3 part (4+8+4) and in every part i want to put End Plate Moment Connection between the 3 part, how can i do it? The aprt like this 👉[--------!!--------------!!--------] (4+8+4) like this.

  • @zethrumahtita6107
    @zethrumahtita6107 7 หลายเดือนก่อน

    Hello sir, if the length of steel member 16 m , and i want to devided to be 3 part (4+8+4) and in every part i want to put End Plate Moment Connection between the 3 part, how can i do it? The aprt like this 👉[--------!!--------------!!--------] (4+8+4) like this.

  • @ARMUTTAQIEN
    @ARMUTTAQIEN 8 หลายเดือนก่อน

    Maharaj

  • @ToSubmit
    @ToSubmit 8 หลายเดือนก่อน

    very nice tutorial but it would be really nice if you can speak little slowly and clearly. Please invest in a good microphone and you will be hit

  • @anasouzzahra9858
    @anasouzzahra9858 8 หลายเดือนก่อน

    Sir, i get this message :Degree of freedom 8 and at least one of degrees of freedom 1 thru 6 must be active in the model for *soils. Check the procedure and element types used in this model. how can i fix this error

  • @imdadimmu8741
    @imdadimmu8741 8 หลายเดือนก่อน

    Please send your contact number sir