×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*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.

Students Click Here

Jobs

ASCE7-05 Figure 6-18D

ASCE7-05 Figure 6-18D

ASCE7-05 Figure 6-18D

(OP)
Can someone explain to me what footnote 5 says? Thanks.

RE: ASCE7-05 Figure 6-18D

It is if you have a very shallow roof slope; height/length is between 0.05 and 0.25 use the Cn values shown in the figure for wind prependicular to the ridge.

Don't use figure 6-18A for shallow slopes prependicular to the ridge use 6-18D

RE: ASCE7-05 Figure 6-18D

(OP)
I see. Thanks.

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.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources