kennyb04
Structural
- Jun 17, 2011
- 33
When calculating the tension and shear capacity of anchors using App. D, effective areas are used (Ase,N and Ase,V). Where do you find these effective areas? I know AISC bases their allowabe tension and shear values from the same calculations, but for spreadsheet purposes I would like to be able to go through the equations in ACI. Is there a table somewhere in the AISC Manual (I'm using 13th edition but also have a 14th ed. as well) or is there another reference I need to consider? Thanks.