InquisitiveEngineer
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Відео

Lecture 12- Beam Column Shear Connection Design in IDEA StatiCa (Interpretation of Results) - Part 1
Переглядів 992Рік тому
In the second part of this Beam Column Shear Connection Design in IDEA StatiCa, we look at the analysis results and interpret them. More interpretation to follow in the second part of this video.
Lecture 11 - Modeling of Beam Column Connection in IDEA StatiCa and Load Application
Переглядів 1,8 тис.Рік тому
In this first part of Design of Beam Column Shear Connection in IDEA StatiCa, we look at modeling of the connection and load application. In the next part, we will discuss on analysis and interpretation of results.
Lecture 10 - Design of Beam Column Shear Connection (IS 800) - Excel Sheet
Переглядів 2,9 тис.Рік тому
ua-cam.com/video/rx4ziRXEmro/v-deo.html - Manual Calculations of Beam Column Shear Connection Design
Lecture 9 - Design of Beam Column Shear Connection (IS 800) - Manual Calculations
Переглядів 2,4 тис.Рік тому
In this design example, we design a beam column shear connection manually. The beam is connected to the column with cleat plates in which the plate is bolted to the beam and welded to the column.
Lecture 8 - Calculation of Weld Permissible Stresses (Numerical Example ǀ IS 800)
Переглядів 964Рік тому
Lecture 8 - Calculation of Weld Permissible Stresses (Numerical Example ǀ IS 800)
Lecture 7 - Calculation of Weld Permissible Stresses (Codal Provisions - IS 800)
Переглядів 1,2 тис.Рік тому
In this lecture, we discuss on calculation of permissible weld stresses, f and q stresses and also solve a numerical related to calculation of design weld stresses.
Lecture 6 - Codal Provisions on Weld and Weld Parameters (IS 800:2007)
Переглядів 1,1 тис.Рік тому
1. Size of Weld 2. Length of Weld 3. Throat Thickness
Lecture 5 - Bolt Capacity Calculation (Excel Sheet) - IS 800 (Bearing and Shearing Capacities)
Переглядів 2,7 тис.Рік тому
In this lecture, we discuss an excel sheet that has been prepared for calculation of bolt capacity.
Lecture 4 - Example on Bolt Capacity Calculation (Manual) ǀ Shearing and Bearing Capacities (IS 800)
Переглядів 1,6 тис.Рік тому
In this lecture, we perform numerical calculations to determine the bolt capacity for a single shear joint and a double shear joint.
Lecture 3 - Codal Provisions on Bolt Capacity Calculation (IS 800) ǀ Bearing, Shearing & Tension
Переглядів 1,7 тис.Рік тому
In this lecture, we discuss on codal provisions regarding: a. Bearing Capacity of Bolt b. Shearing Capacity of Bolt c. Tension Capacity of Bolt
Lecture 2 - Bolts ǀ Actions on Bolts ǀ Bearing, Shearing and Tension
Переглядів 2,3 тис.Рік тому
This is the second video lecture on our lecture series on Design of Structural Steel Connections. Topics covered in this lecture: 1. Diameter and Grades of Bolts 2. Single Shear and Double Shear Joints 3. Bearing on Bolts 4. Tension on Bolts
Lecture 1 - Design and Detailing of Structural Steel Connections ǀ Introductory Lecture
Переглядів 5 тис.Рік тому
This is the beginning of a new lecture series on Design and Detailing of Structural Steel Connections. In this series, we will be discussing manual design of different types of structural steel connections based primarily on the Indian Code IS 800. We will also learn how to design such connections in IDEA Statica software and how to interpret the results of design in the software. This is the f...
Design of Slabless (Tread-Riser) Staircase as per Indian (IS 456:2000) Code
Переглядів 5 тис.2 роки тому
In this video, we deal with the design of a special kind of staircase - slabless staircase. Slabless staircase consists of a slab folded continuously in the form of treads and risers. There is no separate waist slab.
Moving Load Analysis in SAP2000 (Bridge Engineering) (IRC:6-2017) - Bending Moments and Shear Forces
Переглядів 5 тис.2 роки тому
Moving Load Analysis in SAP2000 (Bridge Engineering) (IRC:6-2017) - Bending Moments and Shear Forces
Understanding Shear Design Results of Columns in ETABS (IS 456:2000 + IS 13920:2016)
Переглядів 4,8 тис.2 роки тому
Understanding Shear Design Results of Columns in ETABS (IS 456:2000 IS 13920:2016)
Understanding Flexural Design Results of Columns in ETABS (IS 456:2000 + IS 13920:2016)
Переглядів 9 тис.2 роки тому
Understanding Flexural Design Results of Columns in ETABS (IS 456:2000 IS 13920:2016)
Beam-Column Steel Connection Design in IDEA StatiCa । IS 800 Code । Section Designer -ETABS (Nepali)
Переглядів 2,5 тис.2 роки тому
Beam-Column Steel Connection Design in IDEA StatiCa । IS 800 Code । Section Designer -ETABS (Nepali)
Wind Load Calculation as per IS 875 (Part 3): 2015 - (Code Discussion/Explanation - Nepali Language)
Переглядів 1,1 тис.2 роки тому
Wind Load Calculation as per IS 875 (Part 3): 2015 - (Code Discussion/Explanation - Nepali Language)
Design of Base Plate for Steel Column in IDEA StatiCa (IS 800 Code) । Steel Connection Design
Переглядів 4,4 тис.2 роки тому
Design of Base Plate for Steel Column in IDEA StatiCa (IS 800 Code) । Steel Connection Design
Member Unsupported Lengths / Unbraced Length Ratios in ETABS for Steel Members (Nepali Language)
Переглядів 2,1 тис.2 роки тому
Member Unsupported Lengths / Unbraced Length Ratios in ETABS for Steel Members (Nepali Language)
Response Spectrum Analysis of Multistoried RCC Building in ETABS (NBC 105:2020) - Online Training
Переглядів 4,2 тис.2 роки тому
Response Spectrum Analysis of Multistoried RCC Building in ETABS (NBC 105:2020) - Online Training
How to Apply Soil Pressure Load to Basement Walls in CSI ETABS ? - Clip of our Training
Переглядів 19 тис.2 роки тому
How to Apply Soil Pressure Load to Basement Walls in CSI ETABS ? - Clip of our Training
Demo Class-4 Weeks Workshop on Analysis & Design of RCC & Steel Building (ETABS, SAFE, Idea Statica)
Переглядів 7842 роки тому
Demo Class-4 Weeks Workshop on Analysis & Design of RCC & Steel Building (ETABS, SAFE, Idea Statica)
Design of Shear Reinforcement for Nominal Shear (Numerical) - Tutorial 11
Переглядів 8622 роки тому
Design of Shear Reinforcement for Nominal Shear (Numerical) - Tutorial 11
Critical Section for Shear | Design Shear Strength | Maximum Shear Stress (IS 456 Code) - Lecture 17
Переглядів 1,8 тис.2 роки тому
Critical Section for Shear | Design Shear Strength | Maximum Shear Stress (IS 456 Code) - Lecture 17
Behavior of Beams with Shear Reinforcement | Types of Shear/Web Reinforcement - Lecture 16
Переглядів 5992 роки тому
Behavior of Beams with Shear Reinforcement | Types of Shear/Web Reinforcement - Lecture 16
Behavior of Beams without Shear Reinforcement (ASCE-ACI Task Committee 426) - Lecture 15
Переглядів 1,3 тис.2 роки тому
Behavior of Beams without Shear Reinforcement (ASCE-ACI Task Committee 426) - Lecture 15
Shear Stress in Concrete Beams | Behavior of Concrete under Shear - Lecture 14
Переглядів 7332 роки тому
Shear Stress in Concrete Beams | Behavior of Concrete under Shear - Lecture 14

КОМЕНТАРІ

  • @chavdavishal4797
    @chavdavishal4797 3 дні тому

    Is there for beam

  • @chavdavishal4797
    @chavdavishal4797 3 дні тому

    Informative video

  • @divyasahadevan5951
    @divyasahadevan5951 12 днів тому

    Sir can you please share the excel sheet

  • @vandanasharma5008
    @vandanasharma5008 18 днів тому

    kindly share xls

  • @gagsimkER7
    @gagsimkER7 18 днів тому

    thank you so much sir, really fluent and smooth way of teaching 😃

  • @afjalhossain3466
    @afjalhossain3466 26 днів тому

    Thanks

  • @sanchitdhiman2615
    @sanchitdhiman2615 Місяць тому

    Bro excel sheet needed !

  • @janmeshkhedkar8094
    @janmeshkhedkar8094 Місяць тому

    If connection is designed with two saperate Cleat legs will it not transfer full shear of 150kn through contact surface weld? From beam to column.

  • @saurabhrkd
    @saurabhrkd Місяць тому

    Please conduct a video on fixed base column design

  • @mainuddinsaikh3057
    @mainuddinsaikh3057 Місяць тому

    Sir you are the best teacher I have come across in my life.

  • @bikramsinghmahata9446
    @bikramsinghmahata9446 Місяць тому

    Report tayar garne video pani banaunu sir

  • @UdavRijal
    @UdavRijal 2 місяці тому

    Sir what about the frequency while increasing modes upto 70

  • @praveenyeragani4509
    @praveenyeragani4509 2 місяці тому

    Sir ia there any excel sheet for steel estmation for PEB

  • @hcStructuralDesigns
    @hcStructuralDesigns 2 місяці тому

    sir, please share a link to download the software

  • @rinendro
    @rinendro 2 місяці тому

    Excuse me sir. Provide me your email ID

  • @Alisha_Pradhan9602
    @Alisha_Pradhan9602 2 місяці тому

    Idea statica did not open after i clicked the plugin. I use etabs V22. Could you help?

  • @manohark1356
    @manohark1356 2 місяці тому

    please share the excel sheets

  • @surinderghurdora8537
    @surinderghurdora8537 2 місяці тому

    Thnq so much sir

  • @Neural_Hub
    @Neural_Hub 2 місяці тому

    finest work.. GOD bless you

  • @alial_eryani8265
    @alial_eryani8265 2 місяці тому

    You good Engineering 👍 ❤

  • @narendrajadhav1224
    @narendrajadhav1224 2 місяці тому

    Very nicely explained. Thanks

  • @AAKASHN-q1i
    @AAKASHN-q1i 3 місяці тому

    please send the slides and documents

  • @kiranjohare5539
    @kiranjohare5539 3 місяці тому

    Can I get excel sheets

  • @PJAR417
    @PJAR417 3 місяці тому

    Vary Helpful Sir

  • @ahsanmomin4110
    @ahsanmomin4110 3 місяці тому

    Nice video sir plz provide me the excel sheet for the same.

  • @DadyGo-b9p
    @DadyGo-b9p 3 місяці тому

    can you please send me excel sheet

  • @Anonymous-ue7dl
    @Anonymous-ue7dl 4 місяці тому

    ❤❤🎉

  • @Anonymous-ue7dl
    @Anonymous-ue7dl 4 місяці тому

    ❤❤🎉

  • @Anonymous-ue7dl
    @Anonymous-ue7dl 4 місяці тому

    ❤❤🎉

  • @pramodchaurasia3820
    @pramodchaurasia3820 4 місяці тому

    Please let me know the link for Excel download..

  • @Anonymous-ue7dl
    @Anonymous-ue7dl 4 місяці тому

    ❤❤❤🎉 sir

  • @rinendro
    @rinendro 4 місяці тому

    Sir how do we how which diaphragm to apply? What if there was a row of columns (Along the +ve X direction) at a spacing of (say 5.27 m) along -ve Y direction?

  • @bijayshakya2767
    @bijayshakya2767 4 місяці тому

    I think after providing the reference palne at 30m and drawing shearwall from that 30m till the 0 level, I couldn't see any shearwall on that reference plane at 30m. Can you please explain if possible. Thanks alot.

  • @MohamedYasin-x4t
    @MohamedYasin-x4t 4 місяці тому

    Kindly share the excel sheet.

  • @shareqinamdar8903
    @shareqinamdar8903 4 місяці тому

    Very informative

  • @Er_sanjay_blogs
    @Er_sanjay_blogs 4 місяці тому

    sir i faced one problem, i need to design 2ISMC 250 column and ISMB 300 beam. i put 4 bolts each side (total 8 nos) at the centre of ISMC 250 flange. then error msg showing "bolts are too close to plate edge or outside of the connected plate C". what is the sollution? i rearranged bolt configuration still coming same problem. how to solve?

  • @balajit1382
    @balajit1382 4 місяці тому

    Hi, can u please share the power point slide which you are presenting?...

  • @SenthilKumar-rt4jk
    @SenthilKumar-rt4jk 5 місяців тому

    Thickness of concrete please

  • @bhupeshtaksande897
    @bhupeshtaksande897 5 місяців тому

    Excel file ..

  • @siddharthaghimire2415
    @siddharthaghimire2415 5 місяців тому

    I need this drawings

  • @arunsingh83
    @arunsingh83 5 місяців тому

    I would like to join your training course..please guide me

  • @AnitaShrestha-h5r
    @AnitaShrestha-h5r 6 місяців тому

    Nice one how can we get excel sheet

  • @HawraaAl-Fakih
    @HawraaAl-Fakih 6 місяців тому

    Does anyone know where we define subgrade soil on newer versions, safe21 ??

  • @sangramlaigude6860
    @sangramlaigude6860 6 місяців тому

    nice video and please send exel sheet for load calculations

  • @avtarsingh-cb2gm
    @avtarsingh-cb2gm 6 місяців тому

    U need to learn

  • @radheshah3363
    @radheshah3363 6 місяців тому

    How ast 0.822 is calculated in etabs? Time Frame 22.23 min

  • @vasubhadania
    @vasubhadania 6 місяців тому

    12:39 please check values of Kl/D (or Kl/b) It should be 0.81x(3200-609.6)/762 and 0.913x(3200-609.6)/762

  • @lorrainelava8385
    @lorrainelava8385 6 місяців тому

    Excel sheet link please, thanks!

  • @hcStructuralDesigns
    @hcStructuralDesigns 7 місяців тому

    please explain the same for ordinary

  • @AAAA-p7g4k
    @AAAA-p7g4k 7 місяців тому

    hello sir which is better in warehouse? compare different bracings or same bracings different places sir? could you please help and enlighten us?