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ACI 318 Axial-Flexure Design of Large Columns with Large Minor Axis Moments and Small Major Axis Moments

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Revision 1 posted to RAM | STAAD Wiki by Karl G on 2/24/2017 8:06:52 PM

 Applies To 
 Product:RAM Concrete
First Affected Version:
 Found in Version:15.03.00
Fixed in Version:
 Area: Design
 Issue #:640239

Problem Description

When designing large columns with a small major axis moment and a large minor axis moment, the phiMn values read from the P-M interaction surface may have been smaller than the correct value. This may have lead to column design failures that should not have occurred.

This applies to columns designed to ACI 318-11 and possibly previous ACI design codes.

Solution

We are working on a fix for this problem.

Tags: Active, design, Column, RAM Structural System, ACI 318, known issue, defect, Ram Concrete

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