- 95
- 86 922
Debasis Panda
India
เข้าร่วมเมื่อ 20 พ.ค. 2021
Learn The Structural Engineering and Design In Simple and Interesting ways.
NPTEL-PMRF_WEEK-7_ Reliability-Based Structural Design_noc24-ce91 | Second-Order Reliability Methods
The seventh-week session includes a detailed discussion, solving different problems, and MATLAB algorithms for the following topics from the module: Second-Order Reliability Methods.
Breitung’s Model
Tvedt’s Model.
Breitung’s Model
Tvedt’s Model.
มุมมอง: 14
วีดีโอ
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|
So nice and good knowledge to learn for freshers
Great Tutorial. Thank you.
Great Presentation. Thank you.
Very Beneficial Live Session. Thanks, Debasis!
what is As1 & 0.5 As2
25+25-R1202@200mm crs B1T1 mean
Plz water tank reinforcement detail lecture uplod karo
Sir ye top reinforcement aur bottom reinforcement hai kya Mx,My ya MX+ve,Mx-ve plz anyone
The absolute maximum value should be considered.
Please give the pdf
Thanks sir 🙏
Satisfied ❤
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
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
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
thank u sir
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.
😇 P R O M O S M
If Ast (req) < Ast (min) in that case what should we do ?
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).
hello, can we actually reverse the sign convention? thanks
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.
Extra top reinforcement ka calculation is missing sir, how to calculate?
❤
Giving us best conten& Best efforts...thanks a lot 🎉
Best content
Nice explanation 👍
English please. If in Hindi please caption in Hindi
Very deep detailing ..... thank you sir
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 ...???
Sir table is given on which page no of is code
Sir mera question hi 12 m se jada length steel lag raha hi to leaping kaha dege is pr video banaye please.
thanks
Thanks😍
You forgot "Ld/3" criteria
Please footing design ke video upload ki jiya
bich main bohot mistake hay
app question liya tha M20 aur solve kar diya M25 se🙂🙂
Thank you.Sp 16 not allowed in exam then how to find fsc
Where is the final diagram,without diagram is incomplete
Development Length have to check or not?
Very informative video👌👌
oossmm best video on this topic
U better speak hindi... Pls no English it's my highly request
Ur contact no sir.i have some queries regarding design
Please design a irregular slab 🙏🙏🙏🙏
Good explanation sr... 👍
Really Helpful
😊
❤️
Sir really you teach that problem which cannot be teach by anyone on TH-cam. Amazing
👍🏻👍🏻
Same process for one way slab???? Please reply as soon as possible
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