concrete load factors

[Structures33]

Hey all - I just purchased ACI 318-05 but do not have it yet. I think I remember reading that the concrete load factors changed in this edition - have they? If so, can you tell me what they are now? I need to do some preliminary calcs and don't have the book yet. Thanks in advance!
JAH

 

[Lion06]

1.2 DL
1.6 LL
phi for shear is now 0.75
phi for bending is still 0.9

 

[lkjh345]

FWIW: These changes had already been made in 318-02.

 

[Structures33]

Yeah I guess it's been a while since I've designed concrete. Thanks for the help!

 

[swivel63]

yea, i thought those phi factors were in the 02 as well.