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!

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

Does anyone have an older version of A10.9?

Status
Not open for further replies.

RHTPE

Structural
Joined
Jun 11, 2008
Messages
702
Location
US
In rereading A10.9 (1997) researching another topic, I found that 6.2.4 reads "Safety of the concrete structure shall be determined in accordance with ANSI/ACI 318 with a load factor no less than 1 to 3 being used on the construction loads."

I find the phrase "...load factor no less than 1 to 3..." makes no sense. How can you have 'a load factor factor no less than' having a range of '1 to 3'?

It is my strong opinion that the sentence should read "Safety of the concrete structure shall be determined in accordance with ANSI/ACI 318 with a load factor no less than 1.3 being used on the construction loads."

Unfortunately I no longer have a copy of the earlier version of A10.9 to compare against.

Can anyone help?

Ralph
Structures Consulting
Northeast USA
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top