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Dr Harish B A
India
Приєднався 10 гру 2011
The channel aims to share technical knowledge of civil engineering with students. The subjects covered include Engineering Mechanics, Strength of Materials, Analysis of Determinate and Indeterminate Structure, and Matrix Method of Structural Analysis. Additionally, important software knowledge will be shared.
Quick Guide Identifying Major & Minor Axes of Columns in ETABS
In this tutorial, learn how to quickly identify the major and minor axes of columns in ETABS. We’ll cover essential tips and a step-by-step demonstration for accurately recognizing column orientations, crucial for structural design and analysis.
Переглядів: 238
Відео
Identifying Singly and Doubly Reinforced Beams Using ETABS Analysis Moments
Переглядів 268Місяць тому
In this video, we dive into the critical process of identifying singly and doubly reinforced beams using the bending moment results from ETABS analysis. I’ll guide you through the key indicators in the moment diagrams, how to interpret moment capacities, and the role of reinforcement detailing in determining the type of beam reinforcement. Whether you're a structural engineer or a student, this...
Limiting Reinforcement Index as per IS Code for Various Steel Grades
Переглядів 106Місяць тому
This delves into the concept of the Limiting Reinforcement Index (Limiting Percentage of Steel) as outlined in the IS code. This detailed explanation covers the application of the Limiting Reinforcement Index for various grades of steel, providing crucial insights for structural engineers and students alike. Learn how to effectively utilize this concept in design and analysis to ensure safe and...
Slab Deflection Check in ETABS | IS 456:2000 Clause 23.2 Explained
Переглядів 290Місяць тому
In this video, we delve into the process of performing a slab deflection check in ETABS as per IS 456:2000 Clause 23.2 (Page 37). I walk you through creating a simple model in ETABS, applying service load combinations, and extracting the actual deflection values. We then compare these results with the permissible deflections defined by the code. Finally, I discuss the corrective measures to be ...
How to Export Base Reaction Results from ETABS to Excel | Step-by-Step Guide
Переглядів 129Місяць тому
Learn how to seamlessly export base reaction results from ETABS to Excel in this comprehensive step-by-step tutorial. Whether you're preparing reports, performing further analysis, or simply need to organize your structural data, this guide will walk you through the entire process with ease. Perfect for engineers and students looking to enhance their ETABS workflow. Watch now and simplify your ...
Beam Design Shear Analysis: ETABS, SF Diagram, SP16 & IS 456:2000 Method
Переглядів 196Місяць тому
"Unlock the intricacies of shear design in beams with this comprehensive guide. In this video, we dive deep into shear force analysis using ETABS and explore how to interpret the SF Diagram. We'll also link the theoretical aspects with practical design references from SP16 and the IS 456:2000 code. Whether you're a structural engineering student, practicing engineer, or educator, this tutorial ...
Understanding Limiting Moment of Resistance Index | Structural Engineering Insights
Переглядів 118Місяць тому
Unlock the secrets behind the Limiting Moment of Resistance Index in this comprehensive video.
Side-Face Reinforcement in Beams: Clause 26.5.1.3 IS 456:2000 Explained
Переглядів 158Місяць тому
In this video, I explain the requirements for side-face reinforcement in beams as per Clause 26.5.1.3 of IS 456:2000. For beams with a web depth exceeding 750 mm, the code specifies that reinforcement should be provided on both faces. I walk through the calculation of the required area of reinforcement (at least 0.1% of the web area) and the criteria for maximum spacing, ensuring your design me...
Designing Shear Reinforcement for Beams Using ETABS: A Step-by-Step Guide with IS Code Compliance
Переглядів 284Місяць тому
This video guides you through the process of designing shear reinforcement for beams using ETABS. Learn how to efficiently export results from ETABS and ensure your design meets the maximum spacing requirements as per the IS code. Whether you’re a structural engineering student, professional, or enthusiast, this tutorial will provide valuable insights and practical steps for your projects.
Manual Design of Singly Reinforced Beam Using SP-16 for Flexure | ETABS Result Export & Calculation
Переглядів 444Місяць тому
In this video, we walk you through the step-by-step manual design process for a singly reinforced RCC beam, following the guidelines of SP-16. We cover everything from understanding the fundamental concepts to performing the necessary calculations by hand. Additionally, we demonstrate how to export and utilize results from ETABS to validate your manual design. Whether you're a student or a prof...
How to Export ETABS Ultimate 21.1.0 File to RCDC 2023 - Step-by-Step Tutorial
Переглядів 231Місяць тому
In this video, I'll walk you through the process of exporting a project from ETABS Ultimate 21.1.0 to RCDC 2023. This tutorial is perfect for structural engineers who want to streamline their workflow and ensure a smooth transfer of data between these two powerful tools. You'll learn: - How to prepare your ETABS model for export. - The step-by-step procedure to export the ETABS file. - Common i...
Flat Beam or Hidden Beam or Concealed Beam
Переглядів 180Рік тому
Flat Beam or Hidden Beam or Concealed Beam
Double Mat Slab (Double-Layer Reinforced Slab)
Переглядів 4,6 тис.Рік тому
Double Mat Slab:- A Double Mat Slab, also known as a double-layer reinforced slab, is a concrete slab used in construction with two layers of reinforcing steel bars (rebars) embedded within it. The double mat slab typically consists of a bottom layer (called the bottom mat) and a top layer of rebars (called the top mat). The rebars are placed perpendicular to each other in a grid-like pattern t...
How to Calculate Karl Pearson's Correlation Coefficient using MS-Excel and Origin 2023
Переглядів 324Рік тому
How to Calculate Karl Pearson's Correlation Coefficient using MS-Excel and Origin 2023
Compound Sections_Problem 05
Переглядів 477Рік тому
Three bars made of copper, zinc and aluminium are of equal length and have c/s area 500, 700 and 1000 mm^2 respectively. They are rigidly connected at their ends. If this compound member is subjected to a longitudinal pull of 250 KN. Estimate the proportional load carried on each rod and the induced stresses. Take, Ec = 1.3X10^5 N/mm^2, Ez = 1.0X10^5 N/mm^2, Ea = 0.8X10^5 N/mm^2
Stresses in bars of varying cross-section_Problem_03
Переглядів 163Рік тому
Stresses in bars of varying cross-section_Problem_03
Stresses in bars of varying cross-section_Problem_02
Переглядів 420Рік тому
Stresses in bars of varying cross-section_Problem_02
Stresses in bars of varying cross-section_Problem_01
Переглядів 191Рік тому
Stresses in bars of varying cross-section_Problem_01
Temperature Stress and Strain_Problem 02
Переглядів 298Рік тому
Temperature Stress and Strain_Problem 02
Temperature Stress and Strain_Problem 01
Переглядів 212Рік тому
Temperature Stress and Strain_Problem 01
Analysis of Uniformly Tapering Rectangular Rod_Problem 03
Переглядів 180Рік тому
Analysis of Uniformly Tapering Rectangular Rod_Problem 03
Analysis of Uniformly Tapering Rectangular Rod_Problem 02
Переглядів 185Рік тому
Analysis of Uniformly Tapering Rectangular Rod_Problem 02
Analysis of Uniformly Tapering Rectangular Rod_Problem 01
Переглядів 88Рік тому
Analysis of Uniformly Tapering Rectangular Rod_Problem 01
Very useful sir
Sir i have seen the column size 230 X 1100 as they mention in design wall ,how we model in etab simply as column or wall
In case of square columns, what are the major and minor axes?
In square columns, both the major and minor axes are identical due to their symmetry. The moment of inertia and stiffness are the same in both directions, so either axis can be considered as the major or minor axis.
Sir you are making unique content please upload daily videos ...
Please Design one footing Reinforcement sir?
Very helpful video. Thank you sir
Most welcome
Very good sir
Dear Sir, What about if the structure is of tall building structure with G+20 or more stories along with lateral loadings (Wind & Seismic) considered. Even then the .accdb/.mdb format file is generated wrt same version of etabs software?? Thanks....
Sir please🙏 upload full detailing video in 💖CSIDetail software 💖please🙏
As soon as possible
Very informative content for students like me and it gives complete practical understanding of the concept sir, while analysing the members in ETABS
Keep watching
RCDC 2023 and Etabs 2020 version error came after import to RCDC column story forces and drift forces are missing. How can i solve
Share your ETABS model or access database file, I will check. harishba129@gmail.com
Ok i will share you
volume is too low please if possible please take care of it. otherwise detailed conceptual video. thanks.
Check audio devices from your side. Everything is fine from this side.
Iam geeting error in rcdc unable to import
@@harishacharya4470 Check the compatibility of both softwares like software versions, Uninstall both software, delete all related files in C drive, and try reinstalling the software.
Great
In autocad plan if there is offset for boundary beams they are not in middle of column but when doing modeling in etabs we usually take from column center to beam center its that right to do ...
Thank you sir for considering my request and making this video.. very helpful sir...
Always welcome
Hi sir , your videos are extremely helpful for learners and very informative. Could you please create a tutorial on exporting base reaction results from ETABS to Excel please sir.
Okay,any doubt will ask you sir
Check your column orientations, it seems wrong
@@Struct_BIM It may be due to architectural restrictions.
Clearance இல்லை sir
Didn't understand?
Strain answer was wrong
Thanks for watching, I checked answer for it, I got the answer as 7.1615x10^-4 and it was correct, can you reveal what answer you are getting?
Sir ye (ve +)and (ve-) value kaise solve karke aayi h
It's based on sign convention. Upward force [32 KN] will create positive bending moment and horizontal thrust [20 KN] it will create negative bending moment.
Thank you so much sir
Nice explanation Sir thank you😌
Thank you so much Sir for your wonderful and crystal clear explanation !!!👌 Please KEEP UP THE GOOD WORK SIR 💐🙏💐 !!!
Thank so much it helpful🙏💕🙏💕🇳🇵🇳🇵🇳🇵
Helpful