Design Logix
Design Logix
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Sand Blasting in Steel Reinforcement - #Shorts
#Short Video of #Sand #Blasting in #Steel #Reinforcement
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Check Out More Videos:=
Queensferry Crossing, Cable Stayed Bridge in Scotland
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Forth Road Bridge, Suspension Bridge in Scotland
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Retaining Wall Collapse in Turkey, Istanbul
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Pakistan's Largest Concrete Pour 8500 Cu.M. At Shaukat Khanum Memorial Hospital , Karachi
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6.1 Magnitude Earthquake Empties Roof Top Pool in Manila (Philippines) 22 April 2019
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Tower Crane Failure Due to Wind
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Shinjuku Center Building Sway During 9.1 Magnitude Earthquake in Japan (11 March 2011)
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Under Construction Multistory Building Sway during Earthquake of 7.1 Rector Scale in Mexico City
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Simulation Of Sway in Braced Frame vs Unbraced Frame Due To Seismic Forces
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Destruction of RCC Column
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Suspension Bridge Modelling in SAP2000 & its Cable Analysis
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Structural Analysis & Design of Traffic Light Cables (AISC LRFD & AISC ASD) (Symmetrical Structure)
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Structural Analysis & Design of Pedestrian Suspension Bridge Main Cable (AISC ASD & AISC LRFD)
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Suspension Bridge - Anchors & Tower Reaction Forces
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Minaret Structural Analysis & Design in ETABS v19
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How to check seismic drift in ETABS 2016 using UBC 97 code
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How to Assign Special Seismic Effect (UBC-97) in ETABS 2016
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Steel Mezzanine Floor Analysis & Design in ETABS v19
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Moving Vehicle Load in SAP2000
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How to check seismic drift in ETABS 9.7.4 using UBC 97
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Structural Design of Steel Hanging Column (AISC LRFD)
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Torsional Reinforcement in Beam
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How to Assign Special Seismic Effect (UBC-97) in ETABS 9.7.4
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Assign Moment Release or Partial Fixity on Beam in ETABS 2016
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Structural Design of Steel Hanging Column (AISC LRFD)
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How to import AutoCAD .dxf File (Foundation Layout) in SAFE 2016
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Export SAP2000 Reaction & Import to SAFE (Gravity + Seismic)
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RAFT/MAT Foundation With Drop in SAFE v12 (Part-1) Modelling & Analyzing
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RAFT/MAT Foundation With Drop in SAFE v12 (Part-2) Reinforcement of Drop using Strip Method
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RAFT/MAT Foundation With Drop in SAFE v12 (Part-3) Reinforcement of Raft Foundation using FEM Method
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RAFT/MAT Foundation With Drop in SAFE v8
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Export 5 tower ETABS model in single SAFE v12 Model for MAT Foundation Design
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Isolated Foundation Design of G+1 in SAP2000 v22
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Single Isolated Footing Design & Detailing in SAFE 2016 (Part-1)
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Single Isolated Footing Design & Detailing in SAFE 2016 (Part-2)
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Open newer version ETABS file in an older version ETABS
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Strap Footing Analysis & Design in SAFE v12 (PART 1)
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Strap Footing Analysis & Design in SAFE v12 (PART 2)
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Reinforcement Design of Isolated Footing using Strip & FEM Method in SAFE 2016
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Equivalent Frame Method by draw strip in SAFE v12
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Equivalent Frame Method by using ADD NEW EFM option in SAFE v12
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How to crack ETABS 9.7.4 in Windows 10
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How to open newer version file of SAP2000 in older version SAP2000
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Download & Install CSI ETABS v19.0.0
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Download & Install CSI Bridge v22.1.0
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Download & Install CSI SAP2000 v22.1.0
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Download & Install CSI ETABS v18.1.1
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Download & Install CSI ETABS 2016 v16.1.1 (Crack Till July 2020)
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Download & Install CSI Detail v18.1.1
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Download & Install ETABS 9.7.4
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Download & Install CSI SAFE 2016 v16.0.2
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Download & Install RAM Element v13.4.1
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มุมมอง: 150

วีดีโอ

Demolition of Multistory Building Goes Wrong - #Shorts
มุมมอง 45ปีที่แล้ว
#Short #Video on #Demolition of #Multistory #Building Goes Wrong 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design 👉Follow Me on LinkedIn www.linkedin.com/in/designlogixpk/ Like, Share & Subscribe for New Videos Check Out More Videos:= Queensferry Crossing, Cable Stayed Bridge in Scotland th-cam.com/video/a8bTkvNLmVE...
Structural Design Work - Silo Foundation
มุมมอง 2.1K2 ปีที่แล้ว
#SiloFoundation #StructuralDesign #SAP2000 Structural Design Work on Silo Foundation For Structural Design; Email me at [[ engr.uzair2014@gmail.com ]] 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design Like, Share & Subscribe for New Videos Check Out More Videos:= Structural Analysis & Design of Pedestrian Suspension ...
Formwork failure during pouring of Slab Concrete - #Shorts
มุมมอง 1922 ปีที่แล้ว
#Short #Video on #Forwork failure during pouring of #Slab #Concrete 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design 👉Follow Me on LinkedIn www.linkedin.com/in/designlogixpk/ Like, Share & Subscribe for New Videos Check Out More Videos:= Queensferry Crossing, Cable Stayed Bridge in Scotland th-cam.com/video/a8bTkvNL...
RCC Beam Instantaneous & Long Term Deflection Check in Excel Sheet
มุมมอง 6192 ปีที่แล้ว
#RCC #Beam #Instantaneous #Longterm #Deflection #ExcelSheet #StructuralEngineering Video includes (1) Transfer of load from slab to beam (2) Beam Instantaneous Deflection check in Excel Sheet using Effective Moment of Inertia (3) Beam Long Term deflection check in Excel Sheet using Effective Moment of Inertia (4) Detail Of Beam Section 👉Follow Me on Facebook @logix.design20 logix.d...
Freelance Structure Design Work - Execution on Site [[ Vid # 01 ]
มุมมอง 1852 ปีที่แล้ว
Freelance Structure Design Work - Execution on Site [[ Vid # 01 ] Project is G 3F (Plot Area = 250 Syd) 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design Like, Share & Subscribe for New Videos Check Out More Videos:= Structural Analysis & Design of Pedestrian Suspension Bridge Main Cable (AISC ASD & AISC LRFD) th-cam...
Stiffness Irregularity or Soft Story Check in ETABS 2016 / ETABS v19 using Excel Sheet
มุมมอง 1.1K2 ปีที่แล้ว
#StoryDrift #StiffnessIrregularity #ETABS #2016 #v19 #StructuralEngineering How to check stiffness irregularity or soft story in ETABS 2016 / ETABS v19 according to UBC-97 code Stiffness irregularity-soft story A soft story is one in which the lateral stiffness is less than 70 percent of that in the story above or less than 80 percent of the average stiffness of the three stories above. 👉Follow...
Export 5 tower ETABS model in single SAFE v12 Model for MAT Foundation Design
มุมมอง 7432 ปีที่แล้ว
Export 5 tower ETABS model in single SAFE v12 Model for MAT Foundation Design Since building is separate with separation joints. Created ETABS model separate and then export all models to create single SAFE v12 Model to design its foundation. 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design Like, Share & Subscribe f...
Upcoming Structural Engineering Videos on DESIGN LOGIX
มุมมอง 1542 ปีที่แล้ว
Upcoming Structural Engineering Videos on DESIGN LOGIX 1 - Download & Install CSI COL v10 th-cam.com/video/tGCcgo4o55Y/w-d-xo.html 2 - Download & Install CSI SAFE 2020 v20 th-cam.com/video/RAj3-UxC8A4/w-d-xo.html 3 - Download & Install CSIxCAD v19.1.0 th-cam.com/video/ysDJJGftM8U/w-d-xo.html 4 - Instantaneous & Long Term Deflection Check of RCC Beam th-cam.com/video/8JF0p7L9ED4/w-d-xo.html 5 - ...
DESIGN LOGIX | Coming Back Soon on YouTube | Structural Engineering YouTube Channel
มุมมอง 832 ปีที่แล้ว
DESIGN LOGIX | Coming Back Soon on TH-cam | Structural Engineering TH-cam Channel 👉Follow Me on LinkedIn Account www.linkedin.com/in/designlogixpk/ 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design Thanks for your support! Like, Share & Subscribe for New Videos Check Out More Videos:= Download & Install CSI Bridge v2...
Update on Diamer Basha Dam, Pakistan (April 2021)
มุมมอง 1273 ปีที่แล้ว
#DiamerBashaDam #Pakistan #CivilEngineering Update on #Diamer #Basha #Dam #Pakistan ( April 2021 ) 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design 👉Follow Me on LinkedIn www.linkedin.com/in/designlogixpk/ Like, Share & Subscribe for New Videos Check Out More Videos:= Queensferry Crossing, Cable Stayed Bridge in Sco...
Dual System Check and its Effect on Load Combinations in ETABS 9.7.4
มุมมอง 2.6K3 ปีที่แล้ว
#DualSyatem #UBC-97 #CSI #ETABS #v9 How to check dual system in ETABS 9.7.4 according to UBC-97 code. And if its not then what modification need to do in load combination. 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design 👉Follow Me on LinkedIn Account www.linkedin.com/in/designlogixpk/ Thanks for your support! Like,...
Suspension Bridge - Anchors & Tower Reaction Forces
มุมมอง 2.9K3 ปีที่แล้ว
#Suspencion #Bridge #Anchor #Tower #Reaction #Forces (1) What is Suspension Bridge @ 00:34 (2) Forces on Deck, Cables & Towers @ 01:03 (3) Tower Reaction through main cable @ 01:44 (4) Tower Reaction due to back span @ 04:22 (5) Anchor Reactions @ 07:32 👉Follow Me on LinkedIn www.linkedin.com/in/designlogixpk/ 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twi...
Ramadan رَمَضَان‎ Mubarak to All Muslim (1442 AH)
มุมมอง 943 ปีที่แล้ว
Ramadan رَمَضَان‎ Mubarak to All Muslim (1442 AH) 👉Follow Me on LinkedIn www.linkedin.com/in/designlogixpk/ 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design
Simply Supported Beam Analysis in RAM Element
มุมมอง 6383 ปีที่แล้ว
#SimplySupportedBeam #RAMElement #StructuralEngineering Simply Supported Beam Analysis in RAM Element which include #SupportReaction #Deflection #ShearForce #BendingMoment #Stress 1 - Point load at mid span of beam 2 - UDL on beam 👉Follow Me on Facebook @logix.design20 logix.design20/ 👉Follow Me on Twitter @logix_design logix_design 👉Follow Me on LinkedIn Account www.li...
Announcement on online training session of CSI ETABS & CSI SAFE
มุมมอง 3493 ปีที่แล้ว
Announcement on online training session of CSI ETABS & CSI SAFE
Simple Raft or Mat Foundation with 3 possible ways to counter Punching Effect
มุมมอง 3K3 ปีที่แล้ว
Simple Raft or Mat Foundation with 3 possible ways to counter Punching Effect
Strap Footing Analysis & Design in SAFE v12 (PART 2) Design & Detailing
มุมมอง 2.3K3 ปีที่แล้ว
Strap Footing Analysis & Design in SAFE v12 (PART 2) Design & Detailing
Suspension Bridge Modelling in SAP2000 & its Cable Analysis
มุมมอง 23K3 ปีที่แล้ว
Suspension Bridge Modelling in SAP2000 & its Cable Analysis
Strap Footing Analysis & Design in SAFE v12 (PART 1)
มุมมอง 4.2K3 ปีที่แล้ว
Strap Footing Analysis & Design in SAFE v12 (PART 1)
How to check seismic drift in ETABS 9.7.4 using UBC 97 code
มุมมอง 1K3 ปีที่แล้ว
How to check seismic drift in ETABS 9.7.4 using UBC 97 code
Pakistan's Largest Concrete Pour 8500 Cu.M. At Shaukat Khanum Memorial Hospital , Karachi
มุมมอง 6913 ปีที่แล้ว
Pakistan's Largest Concrete Pour 8500 Cu.M. At Shaukat Khanum Memorial Hospital , Karachi
Retaining Wall Collapse in Turkey, Istanbul
มุมมอง 1.2K3 ปีที่แล้ว
Retaining Wall Collapse in Turkey, Istanbul
Coming Soon Suspension Bridge Modelling in SAP2000
มุมมอง 6023 ปีที่แล้ว
Coming Soon Suspension Bridge Modelling in SAP2000
Open newer version ETABS file in an older version ETABS
มุมมอง 9K3 ปีที่แล้ว
Open newer version ETABS file in an older version ETABS
Minaret Structural Analysis & Design in ETABS v19
มุมมอง 2.1K3 ปีที่แล้ว
Minaret Structural Analysis & Design in ETABS v19
How to check seismic drift in ETABS 2016 using UBC 97 code
มุมมอง 1.4K3 ปีที่แล้ว
How to check seismic drift in ETABS 2016 using UBC 97 code
Moving Vehicle Load in SAP2000 v22
มุมมอง 27K3 ปีที่แล้ว
Moving Vehicle Load in SAP2000 v22
Structural Analysis & Design of Pedestrian Suspension Bridge Main Cable (AISC ASD & AISC LRFD)
มุมมอง 13K3 ปีที่แล้ว
Structural Analysis & Design of Pedestrian Suspension Bridge Main Cable (AISC ASD & AISC LRFD)
Tower Crane Failure Due to Wind
มุมมอง 3193 ปีที่แล้ว
Tower Crane Failure Due to Wind

ความคิดเห็น

  • @gundiwo
    @gundiwo 2 วันที่ผ่านมา

    Thank you for your informations.

  • @AhmedIsacBokor
    @AhmedIsacBokor 5 วันที่ผ่านมา

    Sir Could you please show how to design underground cars carriage basement Loads + analysis+ design

  • @Kornkawin
    @Kornkawin 11 วันที่ผ่านมา

    Sir, this mean major rebar (outer rebar) is direction 1 (x direction)?

  • @Kornkawin
    @Kornkawin 11 วันที่ผ่านมา

    Sir, So default value is major reinforcement (out rebar) is direction 1 (x-axis), rigth?

  • @bowobudi
    @bowobudi 18 วันที่ผ่านมา

    Thank you for your sharing

  • @janeway1111
    @janeway1111 20 วันที่ผ่านมา

    This is amazing to see the buildings swaying but not collapsing !!!! Wow. Japan and the Japanese people are so clever !

  • @user-qh6dm8qm3r
    @user-qh6dm8qm3r 29 วันที่ผ่านมา

    hello sir, for steel structure to be check , it can be checked by exactly on the video even though it is steel buildings , it is the same limit right sir?

    • @user-qh6dm8qm3r
      @user-qh6dm8qm3r 29 วันที่ผ่านมา

      allso sir lateral loads are assigned by ubc97 but load combination are under asce705 and stability checking also asce705 is it ok to do that though they are comoletely different codes?

  • @user-qh6dm8qm3r
    @user-qh6dm8qm3r 29 วันที่ผ่านมา

    hello sir, for steel struxture for imf, it will be 5.5, right ? it is written concrete imf 5.5? steel also 5.5? sir

  • @ddan1559
    @ddan1559 หลายเดือนก่อน

    Hello, thank you for your video. How is the self-weight of the cable taken into account in the SAP calculation? Thank you.

  • @ddan1559
    @ddan1559 หลายเดือนก่อน

    Can you explain what the Maximum Vertical Sag is? Is it a lowest middle point that we need to physically see in reality?

  • @mohammadasif-jg3wz
    @mohammadasif-jg3wz 2 หลายเดือนก่อน

    How to download safe 8.1.0 crack

  • @mohammadasif-jg3wz
    @mohammadasif-jg3wz 2 หลายเดือนก่อน

    Sir, can you design a complete building with ACI 318-14 with each and everything

  • @mohammadasif-jg3wz
    @mohammadasif-jg3wz 2 หลายเดือนก่อน

    Good work sir keepit up

  • @richardakela9702
    @richardakela9702 2 หลายเดือนก่อน

    Please where from the 300 total vehicle paths, and 50 bay width that you mentioned? I don't understand please

  • @user-yz4sr9fs9e
    @user-yz4sr9fs9e 2 หลายเดือนก่อน

    talking like a robot is not a content

  • @EngineerHassanTahir
    @EngineerHassanTahir 3 หลายเดือนก่อน

    Please make videos on steel design

  • @vasubhadania
    @vasubhadania 4 หลายเดือนก่อน

    I don't understand how there is a huge difference between FEM and Strip based design....

  • @user-rk5kj9fd4y
    @user-rk5kj9fd4y 6 หลายเดือนก่อน

    Hello! Congratulations for your work on this tutorial. Please can you help me with an set up and crack file of csi safe softweare on version v 8.0 to v 9.0 . I allready have other versions.

  • @danielbarrantesguzman7335
    @danielbarrantesguzman7335 6 หลายเดือนก่อน

    Good morning, I have a question. Why did you put the value of K=2 EI/L? Thanks for sharing your knowledge

  • @m.imronrusadi4452
    @m.imronrusadi4452 7 หลายเดือนก่อน

    How to moddeling the hanger so that it has different sizes, I mean different deck sizes? Please help me

  • @saeednegar709
    @saeednegar709 8 หลายเดือนก่อน

    HI, THANKS FOR YOUR INFORMATIVE VIDEO, CAN YOU PLEASE JSUT GUIDE ME ABOUT THE DESIGN OF MEZZANINE INSIDE WAREHOURSE, THE WARE IS MADE ONE YEAR AGO, AND THE OWNER WANTS TO ADD ONE MEZZANINE INSIDE THAT WARE HOURSE, SHOULD I CONSIDER WIND LOAD OR NOT BECUASE ITS INSIDE A MADE WAREHOURSE, HOW ABOUT A SEISMIC DESIGN,

    • @saeednegar709
      @saeednegar709 8 หลายเดือนก่อน

      I AM DESIGNING THIS MEZZANINE ONE STORY IN UAE, JUST NEED HELP LIKE WIND LOADS , DESIGN METHOD THANK YOU

  • @SaulUrdiana-sp3cc
    @SaulUrdiana-sp3cc 8 หลายเดือนก่อน

    Hi how much cost a shop drawings for 100ft pedestrian bridge. Thanks

  • @brianjoseponce
    @brianjoseponce 9 หลายเดือนก่อน

    Thanks a lot!!

  • @budiopiclub
    @budiopiclub 10 หลายเดือนก่อน

    Thank you. Saya dari indonesia . Vidio yg bagus

    • @DesignLogixPK
      @DesignLogixPK 9 หลายเดือนก่อน

      Thank you! Watch other videos of channel 👍

  • @user-ug2zt5qm3k
    @user-ug2zt5qm3k 10 หลายเดือนก่อน

    dear sir please explain me .(..i know is this. B.C=2.5 tsf ..... kg to pound 2.2046 ....) ..but..... sub grade modulus = 2.5 * 2.2046 * 36 ( what is this is mean 36 ? )

  • @lo-construyo9816
    @lo-construyo9816 10 หลายเดือนก่อน

    great !!

    • @DesignLogixPK
      @DesignLogixPK 9 หลายเดือนก่อน

      Thank you 👍

  • @kevinobrient5067
    @kevinobrient5067 11 หลายเดือนก่อน

    08:00

  • @dhavalsayta
    @dhavalsayta ปีที่แล้ว

    What's the total thickness of drop?

  • @sairajeswararaov9067
    @sairajeswararaov9067 ปีที่แล้ว

    Will you provide cheap & best mezzanine floor design for our complex

  • @otrebla567
    @otrebla567 ปีที่แล้ว

    why did overstrength factor was not modified on the definition of combos?

  • @wahajashraf6197
    @wahajashraf6197 ปีที่แล้ว

    if any of the drift isn't in the limits, then what can I do?

  • @modernengineers6433
    @modernengineers6433 ปีที่แล้ว

    After Long Time You're back to your Channel. Welcome back ❤

  • @mjunaidasghar8613
    @mjunaidasghar8613 ปีที่แล้ว

    ❤ very helpful

  • @benjaminwhelan929
    @benjaminwhelan929 ปีที่แล้ว

    Hello, when i substitute a lower dead load in for the 20kip, I get a higher max tension in cable. how is this possible (aside from a mathematical error on my behalf, which is the most likely answer)

  • @gilangdamarmukti7455
    @gilangdamarmukti7455 ปีที่แล้ว

    why releasing cross girder Moment?

  • @francescos7361
    @francescos7361 ปีที่แล้ว

    Sap2000 and Etabs are the best software for bridges and building models .

  • @mosesd2761
    @mosesd2761 ปีที่แล้ว

    Can you make strap footing design using staad pro by parametric model. Not using staad foundation please

  • @muhammadsaqib6022
    @muhammadsaqib6022 ปีที่แล้ว

    are you from scotland ?

  • @muhammadsaqib6022
    @muhammadsaqib6022 ปีที่แล้ว

    great video !

  • @yasiriqbal312
    @yasiriqbal312 ปีที่แล้ว

    can we provide drop above mat as column capital ?

  • @aleemmunshi3387
    @aleemmunshi3387 ปีที่แล้ว

    Sir I have mailed you regarding slight help today , please have a look and reply to the same.

  • @faizanshahariar8811
    @faizanshahariar8811 ปีที่แล้ว

    Sir what about detailing of drop pannel area in mat ? can u help me to understand this part or give me a link to the image of rebar arrangements in drop pannel section. thnx in advance

  • @faizanshahariar8811
    @faizanshahariar8811 ปีที่แล้ว

    Why the punching is showing not calculated?

  • @user-ty1hu6kp8r
    @user-ty1hu6kp8r ปีที่แล้ว

    Thank you for this sharing

    • @Catloverss95
      @Catloverss95 9 หลายเดือนก่อน

      Problem with interpreting SAP 2000 shell forces and stresses ? th-cam.com/video/acTHe8KMRXU/w-d-xo.html

  • @ThanhNguyen-rw1iz
    @ThanhNguyen-rw1iz ปีที่แล้ว

    Thanks very much !

  • @islamhaouas7015
    @islamhaouas7015 ปีที่แล้ว

    Thankfully

  • @juanjosegonzalezpalacios1250
    @juanjosegonzalezpalacios1250 ปีที่แล้ว

    What do I do if the stiffness table "Story Stiffness" is empty, is there any solution?

  • @sukinofauzipamungkas871
    @sukinofauzipamungkas871 ปีที่แล้ว

    Thank you for your sharing about this matter Sir, very helpfull, . . . . may God blesses you

  • @Hope--uf6ec
    @Hope--uf6ec ปีที่แล้ว

    Unfortunatly the video is very quick and without explanation voice !