Example Problem 1 for Wind Load Calculations using ASCE 7-16
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- เผยแพร่เมื่อ 4 ต.ค. 2024
- In this video, we will learn how to calculate wind loads on an Example Problem # 1 (Simple Structure)
using ASCE 7-16 Specification which will help us to cover major aspects and conditions of wind loadings
described in the specification.
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WIND LOAD CALCULATIONS USING ASCE 7-16 (Application on Real Life Structures)
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1) Basic Mechanism of Wind Load on Structures
• Wind Loads Calculation...
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THEORETICAL TOPICS
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1) Concept of Effective Length Factor for Column Design (Manual Calculations ; Verify from Software)
• Concept of Effective L...
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STEEL CONNECTION DESIGN COURSE USING IDEA STATICA VIDEOS LINKS:
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1) Truss Connection (Braces+Bottom Chord) - Steel Connection Design Series using IDEA STATICA
• Truss Connection (Brac...
2) Truss Connection(Top Chord+Braces+Purlins)-Steel Connection Design Series using IDEA STATICA
• Truss Connection(Top C...
3) Truss Connection (Main Chords + I Girder)-Steel Connection Design Series using IDEA STATICA
• Truss Connection (Main...
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STEEL STRUCTURES ANALYSIS AND DESIGN COURSE USING MIDAS GEN VIDEOS LINKS:
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1) SIMPLE STEEL TRUSS SHED (Part 1)
• Steel Structures: Anal...
2) SIMPLE STEEL TRUSS SHED (Part 2)
• Steel Structures: Anal...
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REINFORCED CONCRETE ANALYSIS AND DESIGN COURSE USING MIDAS GEN VIDEOS LINKS:
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1) INTRODUCTION TO THE COURSE:
• Reinforced Concrete An...
2) EX 1: SIMPLE BEAM ANALYSIS:
• Reinforced Concrete An...
3) EX 2: SIMPLE BEAM DESIGN:
• Reinforced Concrete An...
4) EX 3: BEAM CHECK FOR ANY GIVEN REBARS:
• Reinforced Concrete An...
5) EX 4: ANALYSIS AND DESIGN OF FRAME
• Reinforced Concrete An...
6) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART1)
• RC Analysis/Design Cou...
7) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART2)
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8) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART3)
• RC Analysis/Design Cou...
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ANALYSIS AND DESIGN STUDIO
Job well done! What a legend you are
Thanks
Best video on the subject. Very helpful. Thankyou😊
Thanks for Appreciation. Keep watching and sharing
Best video on TH-cam on the subject!
Thanks for Sharing. Keep Sharing !
amazing video this video should be viral and everyone should take the benefit through this video. waiting for the next problem video
No doubt.. This guy have explained each and every point with details. Excellent work
@@qamirulezma8389 exactly
Thanks for Appreciation...
Incredible work mate, i'm an Optometrist and I can follow this. You must make it easy for the engineers.
Thanks for Sharing. Keep Sharing !
Very helpful video. Thank you so much.
You're very welcome!
Good stuff! Really helpful to understand and prepare for my PE exams. Thank you for the video!
Thanks for Appreciation ❤
Thank you so much. You saved my life!
How ? Please tell me 🙂
Great video! Thank you so much!!
Thanks for Appreciation
Thank you for this amazing video with all the concept.
I have a question, At 26:54 when it is load case 1 and wind direction is W to E. According ASCE 0 to h and h/2 .. all these region are horizontal distances from windward edge. When windward edge is at west then how these pressures can be illustrated in N-S directions???
Thank you brother for appreciation... In example 2 (next video) i have discussed this mistake and rectified this.. Please see that video..
And at 31:30 when windward side is the South Side. Is it right to apply pressure according to Section A-A ? Because in section A-A the concept of 0 to h is no more applicable because it is not a windward side.
very useful, thanks
Glad to hear that!
Thank you so really appreciated
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Well Explained.
Thanks for Appreciation...
Good explanation
Is there any video regarding Envelope procedure
Thanks for the Appreciation.. In Sha Allah soon
Great video and explanation sir.. but i have a clarification..
Example:
1. As per the table.. for both parallel or perpendicular to the ridge.. the wind will be upwards or suction?
2. Then the horizontal dist from windward edge will be both applicable to either parallel or perpendicular to ridge?
Thanks for Appreciation.
1) See first video titled Wind Loads Calculations using ASCE 7-16 - Part 1: Basic Mechanism of Wind Load on Structures. you will find the answer
2) See the table in FIGURE 27.3-1 ASCE 7-16, in both the cases (Normal to Ridge for
θ < 10° and Parallel
to Ridge for All θ) Horizontal Distance from Windward Edge need to be used.
Thank you! May I ask a question: at the video time about 19:50, when you use the Cp is -0.9/-0.18, is the value is peak value or mean value?
Thanks for liking. For h/L less than or equal to 0.5. We have to take 4 regions from 0 to h values are -0.9 and -0.18 and from h to 2h and 'greater than 2h, they are tabulated similarly. No need to take average. They are 2 values means we have to take two cases ... Case 1 and case 2... See at 22:40
Thanks again It was really amazing videos , do you excel separate sheet for the wind load calculations
Thank you for Appreciation... I didnot use excel sheet here.. I just explain how wind load is calculated manual hand calculations...
nice
Hi how to calculate qh and solve a problem for flexible structure aswel.
Thanks
Thanks for appreciation... qh is calculated by same formula as qz but here z = h (mean roof height).... For determining flexible or rigid structure, there are seperate equations (see in ASCE 7 )used for calculation value of gust factor G but in these videos i have just considered a value of 0.85 as it is normally we get for rigid structures...
Hii im fresher structural engineer i had one doubt here what is meant by case 1 and case 2.I thought that case 1means windward direction and case2 means leeward direction is it correct,can you pls clarify this one
Hello Dear. There are two cases. because of two values of Cp given in Table of ASCE 7-16 Figure 27.3-1 Roof Pressure Coefficient. Upper portion table windward section. there are two values and lower portion table -0.9 & -0.18 similarly other values listed in the tables
Thank you soo much
If we are talking about the wind load on the structure of solar panels then the formula for calculating wind load will be taken from open buildings with monoslope roofs ?
Yes, Wind Loads for Solar Panels structure are to be calculated from open building provisions of ASCE 7
During ''Design Wind Pressure'' you ignored the MWFRS formula nagative sign, just carry out positive and negative sign why ? and that effect the positive CGpi and Negative CGpi
I have highlighted and rectified this mistake in problem 2 video. please check
Hello. is it possible to have the PDF ? Thank you
Yes.. Plz share email address
when Gcpi is + then it should be -.6 and when _ Gcpi Then it should be +
Yes Thanks to notify. I have rectified this in next video. You can check
@@analysisdesignstudio3363 Thanks . Can you please make a video how this loads act as point load and line load and how these can be used as modeling
@@arpitabose9706 Yes In Sha Allah I will make tutorials about this.
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