×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Are you an
Engineering professional?
Join Eng-Tips Forums!
• Talk With Other Members
• Be Notified Of Responses
• Keyword Search
Favorite Forums
• Automated Signatures
• Best Of All, It's Free!

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

#### Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

# External Pressure Coefficient (AS/NZS 1170.2)

## External Pressure Coefficient (AS/NZS 1170.2)

(OP)
Hi everyone,

I just wanted to ask. To get the external pressure coefficient of roofs, for the intermediate values of the ratios and angles, the standard stated that they could be linear interpolated. However, interpolation should only be carried out on values of the same sign. So, does that mean if the number at a is 0.0 and the number at b is -0.2, the number in between a and b should not be interpolated? Can anyone explain to me about this? Thank you in advance for your help. I will appreciate it very much.
Replies continue below

### RE: External Pressure Coefficient (AS/NZS 1170.2)

Strict interpretation could mean that interpolation shouldn't be done in that case, but I DO use 0.0 to interpolate. This would seem to agree with the logic of the rule.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

Interpolation midway between 0.0 and -0.2 give -0.1. If you get hung up on the sign, use -0.0.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

(OP)
Dear apsix and hokie66,

Thank you very much for the explanation. Just one last question, I was wondering about the linear interpolation for the gable roof when the h/d >= 1.

It states in Note 2 that the values in parentheses are for interpolation purposes. Does that mean that for value 2h to > 3h, the Cpe is derived from the interpolation of these two numbers? Thank you very much for your help.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

No, the interpolation referred to is between h/d = 0.5 and h/d = 1.0. Since your h/d >=1.0, the two coefficients in the right hand column just define two different loading conditions.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

(OP)
Dear hokie66,

Does that mean there is no Cpe when the horizontal distance is from 2h to > 3h when h/d is >= 1.0?

### RE: External Pressure Coefficient (AS/NZS 1170.2)

When h/d > 1.0, there is no 2h to 3h on the roof.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

(OP)
Dear hokie66,

Thank you very much for the explanation. It's very helpful.

### RE: External Pressure Coefficient (AS/NZS 1170.2)

You are welcome. It is always a steep learning curve to know how to use the Wind Loading code.

#### Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

#### Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Close Box

# Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

• Talk To Other Members
• Notification Of Responses To Questions
• Favorite Forums One Click Access
• Keyword Search Of All Posts, And More...

Register now while it's still free!