In the Lateral buckling parameters field of theMember Definition - Parameters (SANS 10162-1:2011)dialog you can specifyom2. This coefficient is used to account for increased moment resistance of a laterally unsupported doubly symmetric beam segme...
Configuration (SANS 10162-1:2011)Use the Configuration dialog to define the parameters applied during the verification of a steel member according to the South Africa SANS 10162-1:2011 code. Open the dialog clicking the Configuration button in the Calculations dialog. The following dialog displays....
SANS 10162-1:2005 适用范围 涵盖基于极限状态的钢结构设计、制造和安装的规则和要求。结构构件和框架主要由热轧结构钢部件组成,并包括详细信息 购买 正式版 SANS 10162-1:2005相似标准 SANS 10162-2:1993钢结构的使用.第2部分:冷成型钢铁架的极限状态设计SANS 10162-4:1997钢结构的使用.第2部分:冷成型钢铁架的...
Coefficient om2 (SANS 10162-1:2011)In the Lateral buckling parameters field of the Member Definition - Parameters (SANS 10162-1:2011) dialog you can specify om2. This coefficient is used to account for increased moment resistance of a laterally unsupported doubly symmetric beam segment when subj...
Manual Verification (SANS 10162-1:2011)In case of square or rectangular pipes the section wall is treated as flange or as web depending on the method of loading the section (it has effect on the section class). For walls of such a section the code allows for 2 possible design situations...
Steel Code SANS 10162-1:2011 (South Africa) Member Type Parameters Definition (SANS 10162-1:2011) Configuration (SANS 10162-1:2011) Load type (SANS 10162-1:2011) Buckling diagrams (SANS 10162-1:2011) Additional Parameters (SANS 10162-1:2011) Coefficient om2 (SANS 10162-1:2011) Manual Ver...