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InquisitiveEngineer
Nepal
Приєднався 19 тра 2012
An Engineer becoming inquisitive and helping himself and others expand the horizon of knowledge.
Facebook Page: civilengineeringnepal
Facebook Page: civilengineeringnepal
Lecture 13 -Beam Column Shear Connection Design in IDEA StatiCa (Interpretation of Results) Part - 2
In the third part of this Beam Column Shear Connection Design in IDEA StatiCa, we continue with analysis and interpretation of results.
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Відео
Lecture 12- Beam Column Shear Connection Design in IDEA StatiCa (Interpretation of Results) - Part 1
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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
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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
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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
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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)
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Lecture 8 - Calculation of Weld Permissible Stresses (Numerical Example ǀ IS 800)
Lecture 7 - Calculation of Weld Permissible Stresses (Codal Provisions - IS 800)
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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)
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1. Size of Weld 2. Length of Weld 3. Throat Thickness
Lecture 5 - Bolt Capacity Calculation (Excel Sheet) - IS 800 (Bearing and Shearing Capacities)
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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)
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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
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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
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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
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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
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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
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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)
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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)
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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)
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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)
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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
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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)
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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
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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
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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)
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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
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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
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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
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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
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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
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Shear Stress in Concrete Beams | Behavior of Concrete under Shear - Lecture 14
Is there for beam
Informative video
Sir can you please share the excel sheet
kindly share xls
thank you so much sir, really fluent and smooth way of teaching 😃
Thanks
Bro excel sheet needed !
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.
Please conduct a video on fixed base column design
Sir you are the best teacher I have come across in my life.
Report tayar garne video pani banaunu sir
Sir what about the frequency while increasing modes upto 70
Sir ia there any excel sheet for steel estmation for PEB
sir, please share a link to download the software
Excuse me sir. Provide me your email ID
Idea statica did not open after i clicked the plugin. I use etabs V22. Could you help?
please share the excel sheets
Thnq so much sir
finest work.. GOD bless you
You good Engineering 👍 ❤
Very nicely explained. Thanks
please send the slides and documents
Can I get excel sheets
Vary Helpful Sir
Nice video sir plz provide me the excel sheet for the same.
can you please send me excel sheet
❤❤🎉
❤❤🎉
❤❤🎉
Please let me know the link for Excel download..
❤❤❤🎉 sir
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?
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.
Kindly share the excel sheet.
Very informative
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?
Hi, can u please share the power point slide which you are presenting?...
Thickness of concrete please
Excel file ..
I need this drawings
I would like to join your training course..please guide me
Nice one how can we get excel sheet
Does anyone know where we define subgrade soil on newer versions, safe21 ??
nice video and please send exel sheet for load calculations
U need to learn
How ast 0.822 is calculated in etabs? Time Frame 22.23 min
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
Excel sheet link please, thanks!
please explain the same for ordinary
hello sir which is better in warehouse? compare different bracings or same bracings different places sir? could you please help and enlighten us?