Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: UBC 97 Anchorage to Concrete

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Title: UBC 97 Anchorage to Concrete
In accordance with the cone methodology upon which the UBC section is based, the latter case you described is the correct one.  I should like to add that you shouldn't expect any useful capacity from this anchor given the small edge distance.  You also run the risk of failure due to side blow-out especially if it is a headed anchor.  As for shear, be prepared to put in many shear hair pins.
John Russ
-----Original Message-----
From: Chan, David [mailto:DCHAN(--nospam--at)]
Sent: Tuesday, November 05, 2002 2:48 PM
To: seaint(--nospam--at)
Subject: UBC 97 Anchorage to Concrete

I am getting a difference in opinion on the calculation of Ap in UBC 97 Section 1923 Anchorage to Concrete and would like the list's opinion.  For discussion sake, assume a 24"x24" block of concrete in plan with an anchor bolt located 3 inches from the south and west edges and embedded 12 inches.  Is the area Ap equal to a circle with a 3 inch radius (corresponding to 3 inch edge distance)?  or is it equal to the overlapping area of a 12 in. diameter circle and the block of concrete (a circle with two sides cut off)?  I personally believe it is the latter, as it represents a more realistic pullout cone.

Los Angeles