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NPTEL-PMRF_WEEK-6_ Reliability-Based Structural Design_noc24_ce91| Iso-Probabilistic Transformations
มุมมอง 22วันที่ผ่านมา
The Sixth-Week session includes a detailed discussion and solving different problems of the following topics from the Module: Iso-Probabilistic Transformation.  Morgenstern Model.  Nataf Model.  Rosenblatt Transformation.
NPTEL-PMRF_WEEK-5_ Reliability-Based Structural Design_noc24-ce91 | Rackwitz’s Algorithm| FORM|
มุมมอง 4414 วันที่ผ่านมา
The Fifth-Week session includes a details discussion along with solving different problems of the following topics from the Module: First Order Reliability Method (FORM).  First Order Reliability Method (FORM).  Rackwitz’s algorithm.  MATLAB function file for Rackwitz’s algorithm.  Rackwitz-Fiessler Algorithm  MATLAB function file for Rackwitz-Fiessler algorithm.  Solved Different Problem...
NPTEL-PMRF_WEEK-4_ Reliability-Based Structural Design_noc24-ce91
มุมมอง 3821 วันที่ผ่านมา
The Fourth-Week session includes a details discussion along with solving different problems of the following topics from the Module: Hasofer-Lind Reliability Index & Rackwitz’s algorithm.  Hasofer-Lind Reliability Index.  First Order Reliability Method (FORM).  Rackwitz’s algorithm.  MATLAB function file for Rackwitz’s algorithm.  Solved Different Problems using Rackwitz’s algorithm.
NPTEL-PMRF_WEEK-3_ Reliability-Based Structural Design_noc24-ce91
มุมมอง 32หลายเดือนก่อน
The Third-Week session includes a detailed discussion along with solving different problems of the following topics from the Module: Reliability Index  Concept of Limit State & Reliability.  MVFOSM.  Cornell’s Reliability Index.  Hasofer-Lind Reliability Index.
NPTEL-PMRF_WEEK-2_ Reliability-Based Structural Design_noc24-ce91
มุมมอง 40หลายเดือนก่อน
The second-week session includes a detailed discussion along with solving different problems of the following topics from the Module: Theory of Probability  Moment Generating Function.  Theory of Estimation.  Point Estimate.  Method of Moments.  Method of Maximum Likelihood.  Chi-Square Test.  KS Test.
NPTEL-PMRF_WEEK-1_ Reliability-Based Structural Design_noc24-ce91
มุมมอง 79หลายเดือนก่อน
The first-week session includes a details discussion along with solving different problems of the following topics from the Module: Theory of Probability  Random Variables.  Moments of Random Variables.  Properties of Expectation Operator.  Joint Distribution and marginals.
NPTEL-PMRF_EXTRA _SESSION_ DESIGN OF STEEL STRUCTURES
มุมมอง 11210 หลายเดือนก่อน
NPTEL-PMRF_EXTRA _SESSION_ DESIGN OF STEEL STRUCTURES
NPTEL-PMRF_WEEK-12_ DESIGN OF STEEL STRUCTURES | DESIGN OF SLAB BASE | DESIGN OF GUSSET BASE |
มุมมอง 12110 หลายเดือนก่อน
The Week 12 session includes a detailed discussion of the following topics with different numerical examples.  DESIGN OF SLAB BASE.  DESIGN OF GUSSET BASE. Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK-11_ DESIGN OF STEEL STRUCTURES | LATERALLY UNSUPPORTED BEAMS | DESIGN OF PURLINS |
มุมมอง 13311 หลายเดือนก่อน
NPTEL-PMRF_WEEK-11_ DESIGN OF STEEL STRUCTURES | DESIGN OF LATERALLY UNSUPPORTED BEAMS | DESIGN OF PURLINS | The Week-11 session includes a detailed discussion of the following topics with different numerical examples.  DESIGN OF LATERALLY UNSUPPORTED BEAMS  CALCULATION OF PLASTIC SECTION MODULUS  DESIGN OF PURLINS. Then, the Previous Year's NPTEL Assignments (2022) related to this week were...
NPTEL-PMRF_WEEK-10_ DESIGN OF STEEL STRUCTURES | LATERALLY SUPPORTED & UNSUPPORTED BEAMS |
มุมมอง 24811 หลายเดือนก่อน
The Week-10 session includes a detailed discussion of the following topics with different numerical examples  INTRODUCTION TO FLEXURAL MEMBERS: BEAMS  LATERALLY SUPPORTED BEAMS.  LATERALLY UNSUPPORTED BEAMS. Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK-9_ DESIGN OF STEEL STRUCTURES | BATTENED COLUMN| DESIGN OF COLUMN SPLICES
มุมมอง 8611 หลายเดือนก่อน
The 9th-week session includes a detailed discussion of the following topics with different numerical examples  IS SPECIFICATIONS OF BATTEN SYSTEM.  DESIGN OF BUILTUP COLUMN WITH BATTEN PLATES.  DESIGN OF COLUMN SPLICES.  INTRODUCTION TO FLEXURAL MEMBERS: BEAMS Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK08 | BUILT UP COLUMN WITH LACING SYSTEM |
มุมมอง 11911 หลายเดือนก่อน
The 8th-week session includes a detailed discussion of the following topics with different numerical examples  BUILT-UP COMPRESSION MEMBERS.  IS SPECIFICATIONS OF LACING SYSTEM.  DESIGN OF BUILTUP COLUMN WITH LACING SYSTEM. Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK-7_ DESIGN OF STEEL STRUCTURES | COMPRESSION MEMBERS| SINGLE & DOUBLE ANGLE STRUTS
มุมมอง 107ปีที่แล้ว
The Seventh-week session includes a detailed discussion of the following topics with different numerical examples.  COMPRESSIVE STRENGTH OF COLUMN.  COMPRESSIVE STRENGTH OF ANGLE STRUTS.  DESIGN OF COMPRESSION MEMBERS.  INTRODUCTION TO DESIGN OF BUILT-UP SECTIONS. Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK-6_ DESIGN OF STEEL STRUCTURES | TENSION MEMBERS-II|
มุมมอง 97ปีที่แล้ว
The Sixth-week session includes a detailed discussion of the following topics with different numerical examples  Design of Gusset Plates.  Design of Lug Angles.  Design of Splices.  Introduction to COMPRESSION MEMBERS Then, the Previous Year's NPTEL Assignments (2022) related to this week were solved.
NPTEL-PMRF_WEEK-5_ DESIGN OF STEEL STRUCTURES | TENSION MEMBERS |
มุมมอง 109ปีที่แล้ว
NPTEL-PMRF_WEEK-5_ DESIGN OF STEEL STRUCTURES | TENSION MEMBERS |
NPTEL-PMRF_WEEK-4_ DESIGN OF STEEL STRUCTURES | ECCENTRIC BOLTED & WELDED CONNECTIONS | CASE-2 |
มุมมอง 112ปีที่แล้ว
NPTEL-PMRF_WEEK-4_ DESIGN OF STEEL STRUCTURES | ECCENTRIC BOLTED & WELDED CONNECTIONS | CASE-2 |
NPTEL-PMRF_WEEK-3_ DESIGN OF STEEL STRUCTURES
มุมมอง 146ปีที่แล้ว
NPTEL-PMRF_WEEK-3_ DESIGN OF STEEL STRUCTURES
NPTEL-PMRF_WEEK-2_ DESIGN OF STEEL STRUCTURES
มุมมอง 204ปีที่แล้ว
NPTEL-PMRF_WEEK-2_ DESIGN OF STEEL STRUCTURES
NPTEL-PMRF_WEEK-1_ DESIGN OF STEEL STRUCTURES
มุมมอง 373ปีที่แล้ว
NPTEL-PMRF_WEEK-1_ DESIGN OF STEEL STRUCTURES
DESIGN OF AXIALLY LOADED SHORT RCC COLUMN AS PER IS456 & SP16
มุมมอง 3382 ปีที่แล้ว
DESIGN OF AXIALLY LOADED SHORT RCC COLUMN AS PER IS456 & SP16
AXIALLY LOADED SHORT RCC COLUMN | IS456 SPECIFICATIONS | LOAD-CARRYING CAPACITY| LEC 45 | RCC|
มุมมอง 2812 ปีที่แล้ว
AXIALLY LOADED SHORT RCC COLUMN | IS456 SPECIFICATIONS | LOAD-CARRYING CAPACITY| LEC 45 | RCC|
RCC COLUMN | INTRODUCTION | SPECIFICATIONS AS PER IS456 | TYPES OF RCC COLUMN | LEC 44 | RCC|
มุมมอง 3342 ปีที่แล้ว
RCC COLUMN | INTRODUCTION | SPECIFICATIONS AS PER IS456 | TYPES OF RCC COLUMN | LEC 44 | RCC|
DESIGN OF RCC DOG LEGGED STAIRCASE AS PER IS 456 & SP 16 USING LSM | LEC 43 | RCC|
มุมมอง 8342 ปีที่แล้ว
DESIGN OF RCC DOG LEGGED STAIRCASE AS PER IS 456 & SP 16 USING LSM | LEC 43 | RCC|
NUMERICAL PROBLEMS ON RCC DOG-LEGGED STAIRCASE AS PER IS 456|EFFECTIVE LENGTH | LOAD | LEC 42 |RCC|
มุมมอง 4672 ปีที่แล้ว
NUMERICAL PROBLEMS ON RCC DOG-LEGGED STAIRCASE AS PER IS 456|EFFECTIVE LENGTH | LOAD | LEC 42 |RCC|
INTRODUCTION TO DESIGN OF RCC DOG-LEGGED STAIR | IS 456 SPECIFICATIONS | LOAD CALCULATION| LEC41|RCC
มุมมอง 9132 ปีที่แล้ว
INTRODUCTION TO DESIGN OF RCC DOG-LEGGED STAIR | IS 456 SPECIFICATIONS | LOAD CALCULATION| LEC41|RCC
ANALYSIS OF FIXED END CONTINUOUS BEAMS USING THREE MOMENT THEOREM | STRUCTURAL ANALYSIS| PART-3|
มุมมอง 4142 ปีที่แล้ว
ANALYSIS OF FIXED END CONTINUOUS BEAMS USING THREE MOMENT THEOREM | STRUCTURAL ANALYSIS| PART-3|
DETAILING OF TWO WAY CONTINUOUS SLAB PANELS AS PER SP34 & IS456 | LEC 40| RCC |
มุมมอง 18K3 ปีที่แล้ว
DETAILING OF TWO WAY CONTINUOUS SLAB PANELS AS PER SP34 & IS456 | LEC 40| RCC |
DESIGN OF TWO WAY CONTINUOUS SLAB PANELS OF DIFFERENT EDGE CONDITIONS AS PER IS456|LSM | LEC39|RCC
มุมมอง 18K3 ปีที่แล้ว
DESIGN OF TWO WAY CONTINUOUS SLAB PANELS OF DIFFERENT EDGE CONDITIONS AS PER IS456|LSM | LEC39|RCC
DETAILING OF TWO WAY SIMPLY SUPPORTED SLAB AS PER SP34 & IS 456 | LEC 38 | RCC|
มุมมอง 3.7K3 ปีที่แล้ว
DETAILING OF TWO WAY SIMPLY SUPPORTED SLAB AS PER SP34 & IS 456 | LEC 38 | RCC|

ความคิดเห็น

  • @Sudiptatarai
    @Sudiptatarai 3 วันที่ผ่านมา

    So nice and good knowledge to learn for freshers

  • @bobrobert8684
    @bobrobert8684 12 วันที่ผ่านมา

    Great Tutorial. Thank you.

  • @bobrobert8684
    @bobrobert8684 หลายเดือนก่อน

    Great Presentation. Thank you.

  • @abdulwariskenue1012
    @abdulwariskenue1012 หลายเดือนก่อน

    Very Beneficial Live Session. Thanks, Debasis!

  • @SketchMyHome
    @SketchMyHome 6 หลายเดือนก่อน

    what is As1 & 0.5 As2

  • @LovelyAgilityPuppy-db1id
    @LovelyAgilityPuppy-db1id 6 หลายเดือนก่อน

    25+25-R1202@200mm crs B1T1 mean

  • @purvipatel9143
    @purvipatel9143 8 หลายเดือนก่อน

    Plz water tank reinforcement detail lecture uplod karo

  • @swatiisrivastava8121
    @swatiisrivastava8121 9 หลายเดือนก่อน

    Sir ye top reinforcement aur bottom reinforcement hai kya Mx,My ya MX+ve,Mx-ve plz anyone

    • @StructureManiac
      @StructureManiac 8 หลายเดือนก่อน

      The absolute maximum value should be considered.

  • @barendrasethi2843
    @barendrasethi2843 9 หลายเดือนก่อน

    Please give the pdf

  • @jaymatadi1755
    @jaymatadi1755 10 หลายเดือนก่อน

    Thanks sir 🙏

  • @sahedimondal2826
    @sahedimondal2826 10 หลายเดือนก่อน

    Satisfied ❤

  • @StructureManiac
    @StructureManiac 11 หลายเดือนก่อน

    The formula for calculating the required sectional modulus is miswritten in the PPT slide numbers- 28 and 32, respectively. Please check the updated Class Note. drive.google.com/file/d/1vr9TydenssWqV3Oa_FVVG4lYvGCOkUdO/view?usp=sharing

  • @StructureManiac
    @StructureManiac 11 หลายเดือนก่อน

    The Square is missing in the PPT slide number- 18 for the Parallel Axis Theorem. Please check the updated Class Note. drive.google.com/file/d/117hPIGyebM1_yL8eBSUPK2suFcCEhE6e/view?usp=sharing

  • @StructureManiac
    @StructureManiac 11 หลายเดือนก่อน

    The Square is missing in the PPT slide 29 for the Parallel Axis Theorem. Please check the updated Class Note. drive.google.com/file/d/16PEkIygRKk_3GKBng4BJ6YhCh6YSgY3n/view?usp=sharing

  • @souvik.fingtore
    @souvik.fingtore 11 หลายเดือนก่อน

    thank u sir

  • @karunasawra5296
    @karunasawra5296 ปีที่แล้ว

    Thank you for this self sufficient video Sir. Able to show all the reinforcement detailing with the help of this single video. Hoping for a video on Beam analysis in both Coefficient Method and Moment Distribution method.

  • @alexx8126
    @alexx8126 ปีที่แล้ว

    😇 P R O M O S M

  • @souviksaha6408
    @souviksaha6408 ปีที่แล้ว

    If Ast (req) < Ast (min) in that case what should we do ?

    • @StructureManiac
      @StructureManiac ปีที่แล้ว

      In that case you need to provide minimum reinforcement. If the minimum reinforcement also violates the maximum spacing criteria of main parallel reinforcement of slab, then you need to provide the reinforcements as per maximum spacing criteria of main reinforcement of slabs (As per IS456:2000).

  • @jamvibes3550
    @jamvibes3550 ปีที่แล้ว

    hello, can we actually reverse the sign convention? thanks

    • @StructureManiac
      @StructureManiac ปีที่แล้ว

      Yes, you can reverse the complete sign convention, but you have to mention that you have considered that sign convention and drawn the diagram accordingly for analysis purposes.

  • @izaanahmad7494
    @izaanahmad7494 ปีที่แล้ว

    Extra top reinforcement ka calculation is missing sir, how to calculate?

  • @RiteshKumar-mw3zm
    @RiteshKumar-mw3zm ปีที่แล้ว

  • @NikitaSharan-g3b
    @NikitaSharan-g3b ปีที่แล้ว

    Giving us best conten& Best efforts...thanks a lot 🎉

  • @NikitaSharan-g3b
    @NikitaSharan-g3b ปีที่แล้ว

    Best content

  • @rjkumrnitianiitian1837
    @rjkumrnitianiitian1837 ปีที่แล้ว

    Nice explanation 👍

  • @solwater
    @solwater ปีที่แล้ว

    English please. If in Hindi please caption in Hindi

  • @khushboobharti7431
    @khushboobharti7431 ปีที่แล้ว

    Very deep detailing ..... thank you sir

  • @mayanksharma8438
    @mayanksharma8438 ปีที่แล้ว

    yr koi cheez simple simple chal rhi h aapko usko kun complex krna hota h ..???? right hand side se calculation kum strt ni ki aap ne ...???

  • @vaibhavmore6428
    @vaibhavmore6428 ปีที่แล้ว

    Sir table is given on which page no of is code

  • @satutmishra521
    @satutmishra521 ปีที่แล้ว

    Sir mera question hi 12 m se jada length steel lag raha hi to leaping kaha dege is pr video banaye please.

  • @KrishnaBhattarai71
    @KrishnaBhattarai71 ปีที่แล้ว

    thanks

  • @banirahatkhan9913
    @banirahatkhan9913 ปีที่แล้ว

    Thanks😍

  • @banirahatkhan9913
    @banirahatkhan9913 ปีที่แล้ว

    You forgot "Ld/3" criteria

  • @rupamsarkar456
    @rupamsarkar456 ปีที่แล้ว

    Please footing design ke video upload ki jiya

  • @allinne2515
    @allinne2515 ปีที่แล้ว

    bich main bohot mistake hay

  • @allinne2515
    @allinne2515 ปีที่แล้ว

    app question liya tha M20 aur solve kar diya M25 se🙂🙂

  • @009bci
    @009bci ปีที่แล้ว

    Thank you.Sp 16 not allowed in exam then how to find fsc

  • @aibansharailyngdoh8608
    @aibansharailyngdoh8608 ปีที่แล้ว

    Where is the final diagram,without diagram is incomplete

  • @supriyapal1780
    @supriyapal1780 ปีที่แล้ว

    Development Length have to check or not?

  • @skillguide3381
    @skillguide3381 ปีที่แล้ว

    Very informative video👌👌

  • @vijayprakash9289
    @vijayprakash9289 2 ปีที่แล้ว

    oossmm best video on this topic

  • @nidotalen255
    @nidotalen255 2 ปีที่แล้ว

    U better speak hindi... Pls no English it's my highly request

  • @faizanshaikh6036
    @faizanshaikh6036 2 ปีที่แล้ว

    Ur contact no sir.i have some queries regarding design

  • @saikatpaul3007
    @saikatpaul3007 2 ปีที่แล้ว

    Please design a irregular slab 🙏🙏🙏🙏

  • @akhileshtirkey5874
    @akhileshtirkey5874 2 ปีที่แล้ว

    Good explanation sr... 👍

  • @sakthiganesh2204
    @sakthiganesh2204 2 ปีที่แล้ว

    Really Helpful

  • @rudranathnayak72
    @rudranathnayak72 2 ปีที่แล้ว

    😊

  • @mrrudranathnayak1305
    @mrrudranathnayak1305 2 ปีที่แล้ว

    ❤️

  • @JasimAhmad2024
    @JasimAhmad2024 2 ปีที่แล้ว

    Sir really you teach that problem which cannot be teach by anyone on TH-cam. Amazing

  • @civilideas1925
    @civilideas1925 2 ปีที่แล้ว

    👍🏻👍🏻

  • @mustafajarman1331
    @mustafajarman1331 2 ปีที่แล้ว

    Same process for one way slab???? Please reply as soon as possible

    • @StructureManiac
      @StructureManiac 2 ปีที่แล้ว

      How to Design One Way RCC Slabs using Limit State Method as per IS: 456 & SP16 | Lec-34 | RCC| th-cam.com/video/ScUuBRZvg0E/w-d-xo.html