Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

modification factor

Status
Not open for further replies.
podosci

podosci

Structural
Joined
Jun 7, 2013
Messages
10
Location
NG
What is to be done if my modification factor during my deflection calculation is greater than 2?
 
Sort by date Sort by votes
podosci - can you provide more information?
What material?
What code or specification? - what edition of the code/specifiction?

Check out Eng-Tips Forum's Policies here:
faq731-376
 
Upvote 0 Downvote
BS8110-1 structural use of concrete 1997
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

SE2321
  • Locked
  • Question Question
Response Modification factor used by MBS software
Replies
2
Views
2K
DanKile
DanKile
HDStructural
  • Locked
  • Question Question
PEMB Splice Modification
Replies
3
Views
1K
HDStructural
HDStructural
Keystation
  • Locked
  • Question Question
U factor confusions
Replies
2
Views
2K
Keystation
Keystation
ResidentialStructGuy
  • Question Question
Roof live load wood duration factor
Replies
12
Views
1K
jhnblgr
jhnblgr
I
  • Question Question
ASCE 7-16 Use of Amplification factor Omega
Replies
11
Views
10K
DynamicsMX
DynamicsMX

Part and Inventory Search

Sponsor

Back
Top