Example Problem 2 (Mono-slope Roof Building) for Wind Load Calculations using ASCE 7-16

In this video, we will learn how to calculate wind loads on an Example Problem # 2 (Structure having Mono-slope Roof)
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...
2) Example Problem 1 - Wind Load Calculations (ASCE 7-16)
• Example Problem 1 for ...
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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)
• RC Analysis/Design Cou...
8) EX5: MODELLING, ANALYSIS & DESIGN OF ONE STORY HOUSE (PART3)
• RC Analysis/Design Cou...
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ANALYSIS AND DESIGN STUDIO

[@SantoshBharathyV]

Thanks for your effort sir, it helps us a lot. kindly upload more videos for wind load calculation for different structures.

[@oscargutierrez861]

I am almost P.E. in U.S. and your videos make my life easier, thank you so much!

[@analysisdesignstudio3363]

Thanks for appreciation..

[@Beginner2Creator]

The best video on KZbin ever . I appreciate it bro Allah bless you in Qiyama

[@analysisdesignstudio3363]

Thanks for Appreciation...

[@alejandrozepeda1506]

Buenisimo video, tenia mis dudas en el ejemplo 1 respecto a la distribucion de las presiones, pero con esto queda clarisimo, saludos desde El Salvador!

[@analysisdesignstudio3363]

Thanks. Keep watching and sharing

[@sagardewani471]

Hii.. You are doing a very good job.. i just want to tell you that please check the KZ value in that. As per code upto 30 ft you have to consider the KZ value is 0.7.. Please check it. Thank you..

[@analysisdesignstudio3363]

Thanks for Appreciation brother. The point you were raised is true when we use Envelope Procedure (Chapter 28) to find wind pressure. because at Table 26-10.1 footnote it is written "Use 0.70 in Chapter 28, Exposure B, when z < 30 ft (9.1 m)." But here I am using Directional Procedure (Chapter 27).

[@HungLe-gz3lm]

Thank you very much for your hard work ! It really is helpful

[@analysisdesignstudio3363]

Thanks for Appreciation

[@HungLe-gz3lm]

@@analysisdesignstudio3363 Will it be any seismic design calculation per ASCE 7 code?

[@analysisdesignstudio3363]

@@HungLe-gz3lm will upload video series regarding seismic analysis and design soon

[@jackierosales894]

What is the excel formula for the linear interpolation?

[@analysisdesignstudio3363]

Using two point form of line in maths

[@DDButtah]

@ 18:03, why do you show the average pressure instead of splitting it up into all of the regions? I.e. Pressure from 15ft-20ft, pressure from 20ft-25ft, and pressure from 25ft-30ft?

[@analysisdesignstudio3363]

I have used average value of these as to reduce the effort. Otherwise need to apply loads in software in different intervals and it take time, as height of building is not so much so it is better to use avg values and it is some what conservative. But if height of building is more like 50 to 60, then it is better to take intervals of 2.5m or 5m and calculate pressure at these interval and apply accordingly. Hope answered your question.

[@FrezzyUnited]

Thank you for this. It's very helpful. What would Cp for roof be if the angle is less than 10° and h/L is the same as the example(0.625)?

[@analysisdesignstudio3363]

Thanks for appreciation.. In that case, Example 1 case will be followed. (Wind Load will be independent on roof slope)

[@BhavinKumar-gt4yi]

If we design this in etabs,should we have to assign leeward force to structure when the structure is open from all sides

[@analysisdesignstudio3363]

Hello bhavin... Hope you are good. In etabs, only enclosed and partially enclosed conditions.. We can apply the wind loads from the etabs and this is only for building. For structures other than regular buildings it is better to calculate wind loads manually and also apply them manually.. Thats why i have started video series regarding this topic. Hope you understand. Keep watching and keep sharing.. ❤️

[@sarfrazhasan2137]

Wonderful!

[@analysisdesignstudio3363]

Thanks for Appreciation...

[@tominmathew344]

The video is really helpful. Thank you

[@analysisdesignstudio3363]

Thanks for Appreciation...

[@user-kl6gx1by3g]

At 16:49 I think the direction of arrows should be towards the roof rather than going away from the roof; Kindly correct me if I am wrong.

[@analysisdesignstudio3363]

No Brother, as net pressure value is having -ve sign with it, means pressure away from the surface. +ve means towards the surface. see my 1st video on Wind

[@smokelm35]

perfect ❤

[@analysisdesignstudio3363]

Thanks for appreciation

[@treft3853]

Keep it up

[@analysisdesignstudio3363]

Thanks for Appreciation...