Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
PART 5<br />
MEMBERS SUBECT TO<br />
AXIAL COMPRESSION<br />
5<br />
PAGE<br />
D5.1 SCOPE........................................................................................................................... D5-2<br />
D5.2 DESIGN CAPACITY FOR MEMBERS SUBJECT TO AXIAL COMPRESSION ........ D5-2<br />
D5.3 METHOD ....................................................................................................................... D5-2<br />
D5.4 EFFECTIVE LENGTH ................................................................................................... D5-4<br />
D5.5 MODES OF BUCKLING ............................................................................................... D5-6<br />
D5.6 EXAMPLE ...................................................................................................................... D5-6<br />
TABLES<br />
TABLES D5.2-1 to D5.2-4<br />
Design Capacities for Members Subject to Axial Compression (φN c )<br />
Buckling About Principal Axis .......................................................................................... D5-8<br />
NOTE: SEE PAGE vii FOR THE SPECIFIC MATERIAL<br />
STANDARD REFERRED TO BY THE SECTION TYPE AND<br />
STEEL GRADE IN THESE TABLES.<br />
DCTDHS/06<br />
DuraGal DESIGN CAPACITY TABLES<br />
MARCH 2002 for STRUCTURAL STEEL HOLLOW SECTIONS D5-1