Example Problem 1 for Wind Load Calculations using ASCE 7-16

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

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THEORETICAL TOPICS
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1) Concept of Effective Length Factor for Column Design (Manual Calculations ; Verify from Software)

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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

2) Truss Connection(Top Chord+Braces+Purlins)-Steel Connection Design Series using IDEA STATICA

3) Truss Connection (Main Chords + I Girder)-Steel Connection Design Series using IDEA STATICA

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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)

2) SIMPLE STEEL TRUSS SHED (Part 2)

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REINFORCED CONCRETE ANALYSIS AND DESIGN COURSE USING MIDAS GEN VIDEOS LINKS:
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1) INTRODUCTION TO THE COURSE:

2) EX 1: SIMPLE BEAM ANALYSIS:

3) EX 2: SIMPLE BEAM DESIGN:

4) EX 3: BEAM CHECK FOR ANY GIVEN REBARS:

5) EX 4: ANALYSIS AND DESIGN OF FRAME

6) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART1)

7) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART2)

8) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART3)
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ANALYSIS AND DESIGN STUDIO

[umraizsaifi]

amazing video this video should be viral and everyone should take the benefit through this video. waiting for the next problem video

[karthijayan]

Best video on the subject. Very helpful. Thankyou😊

[engr.hafizzain]

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???

[joshkwd]

Incredible work mate, i'm an Optometrist and I can follow this. You must make it easy for the engineers.

[qiangchen]

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?

[engr.hafizzain]

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.

[mukhalladmurad]

Good explanation
Is there any video regarding Envelope procedure

[denverdano]

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?

[SaadSiddiqui-lpjn]

Good stuff! Really helpful to understand and prepare for my PE exams. Thank you for the video!

[hileanar]

Very helpful video. Thank you so much.

[zuhairjassim]

Thanks again It was really amazing videos, do you excel separate sheet for the wind load calculations

[MuhammadBilal-lgcr]

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 ?

[SUJANAPALAMANI]

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

[tanweerriyadh]

Thank you so much. You saved my life! <3

[wajahat]

Hi how to calculate qh and solve a problem for flexible structure aswel.
Thanks

[sheikhsadi]

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

[michelyoussef]

Hello. is it possible to have the PDF ? Thank you

[arpitabose]

when Gcpi is + then it should be -.6 and when _ Gcpi Then it should be +