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

Рет қаралды 16,914

Күн бұрын

Пікірлер: 32

@alejandrozepeda1506 7 ай бұрын

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 6 ай бұрын

Thanks. Keep watching and sharing

@oscargutierrez861 Жыл бұрын

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

@analysisdesignstudio3363 Жыл бұрын

Thanks for appreciation..

@Beginner2Creator 2 жыл бұрын

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

@analysisdesignstudio3363 2 жыл бұрын

Thanks for Appreciation...

@SantoshBharathyV 4 ай бұрын

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

@nivedurairaj2349 Ай бұрын

May i know what is the difference between Case 1 and Case 2 in roof pressure calculations?

@DDButtah Жыл бұрын

@ 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 Жыл бұрын

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.

@BhavinKumar-gt4yi 10 ай бұрын

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

@analysisdesignstudio3363 10 ай бұрын

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.. ❤️

@HungLe-gz3lm Жыл бұрын

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

@analysisdesignstudio3363 Жыл бұрын

Thanks for Appreciation

@HungLe-gz3lm Жыл бұрын

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

@analysisdesignstudio3363 Жыл бұрын

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

@jackierosales894 8 ай бұрын

What is the excel formula for the linear interpolation?

@analysisdesignstudio3363 8 ай бұрын

Using two point form of line in maths

@ShumoeelArbaaz Жыл бұрын

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 11 ай бұрын

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

@FrezzyUnited Жыл бұрын

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 Жыл бұрын

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

@sagardewani471 Жыл бұрын

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 Жыл бұрын

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).