Pa2.1 Overview
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Transcript of Pa2.1 Overview
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OVERVIEW
SEISMIC PROVISIONS
ANCHOR REINFORCEMENT
REDUCED EDGE DISTANCE
DESIGN REPORT
CANADA
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KEY CHANGES IN PROFIS ANCHOR 2.1 FOR U.S.A.
Update to ACI 318-08 provisions
seismic provisions
anchor reinforcement provisions
Detailed information in Design Report
equations
variables
calculations
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KEY CHANGES IN PROFIS ANCHOR 2.1 FOR CANADA.
Phase out PROFIS version 1
no longer available in Canada
Replace PROFIS version 1 with PROFIS Anchor 2.1.
new graphics and user interface
more user friendly Hilti ASD and CSA A23.3 calculations
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Minor Updates per ACI 318-08
h,v : modification factor for large edge distance / thin concrete member
PA2.1 includes this value in its calculations.
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RD.5.4.2 In determining nominal side-face blowout strength for multiple headed anchors, only those anchors closeto an edge ( hef> 2.5ca1 ) that are loaded in tension should be considered. Their Strength should be compared to theproportion of the tensile load applied to those anchors.
calculation results
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detailed calculation summary forstand-off applications
PA2.1 considers the shear load due to bending (stand-off) as a Design Strength.
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Message alerting you to an update will appear.
Click Yes and follow instructions.
UPDATES BECOME AVAILABLE
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Click on the wrench icon located in the upper left part of themain screen.
Click on Resources.
Click Check for Updates.
Follow the instructions.
UPDATE WHILE USING PROFIS ANCHOR
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Right click on the AutoUpdate button.
Click open.
Check box next to Hilti PROFIS Anchor for Updates.
Download if new update is available.
Click on Changes to view update information.
UPDATE VIA AUTO UPDATE
