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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
Переглядів 60611 місяців 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 1,1 тис.11 місяців 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
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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
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?
good
good
best one sir keep on uploading video it will be helpful for students like us
Design moment shows that staircase is supported by cranked beam How is width of staircase taken to design moment ??
Keep up the good work,please bring more such videos!!!💯👍
All your videos are extremely helpful and truly amazing!!!Keep up the good work!Please bring more such informative videos in English! Thank You!💯👍
provide excel sheet
nepali ma vanya vaye ajha bujhthiye😢
After analysing I mm not getting results (colourfull details) why.? It's just showing analysis completed and ready.🤔🤔
how much the allowable deflection limit for wind load? and others service ability check
Pls share excel sheet
please explain why P is 50mm?
Excellent Work
Sir G in my idea statica folder this option is missing, what would be the solution please?
Thanks you very much for this detailed explanation column design results from Etabs.
Attach autocad file it will be very useful
Attach ur autocad file it will be very useful
It was worng sir how you got ast req value 111 it wrong
I have a doubt while defining load combination. You make load combination of 1.5 dl+1.5 ll and dl+ll. Dont we need to consider other dead loads like floor finish, wall etc on combination. Can you make it clear sir?
DL is already a combination where other load patterns are included.
Can u share the excel sheet
Hi, can you please show how to model expansion joint between panel sheet, in case of larger dimension as 40 m ?
How can we get this sheet
Can we buy this sheet
Hello. I want to buy this Excel sheet urgently can u please sell me this. Please
Am Impressed sir
Hi. How about edge joints? How do You calculate their capacity?
Perfect explanation..... Can you please elaborate various types of staircase in SAP 2000 because support condition has a lot of different variations in real life projects..... These staircases can also be free standing, curved (tread riser), open well staircases itself can be arranged in many different support conditions..... So please create such series..... Thank you very much for this explanation 😊
Thanks.. going to next lecture
Hello sir can you please provide the architectural drawings of the building?
Please share same video in English or hindi
Can we only design roof part in etabs without the bottom structure