PERBANDINGAN METODE PERENCANAAN ELEMEN BATANG TEKAN DAN TARIK (SNI 2002, AISC-LFRD 2005)

In the process of design plane truss steel there are several requirements needed as a base

theory. Those requirements are SNI 2002 and AISC-LRFD 2005 code. In fact, both of the

requirements have a differences in designing the plane truss steel.

In the process of designing plane truss steel for compression structure component with

AISC-LRFD 2005 code, the result shows different numeric with the result of SNI 2002

code. The similar thing is showed in the process of design for tension structure

component, where some formula’s in AISC-LRFD 2005 code not be found in SNI 2002

code.

The final result define the planning method of element forces in compression and tension

condition of plane truss steel structure with AISC-LRFD 2005 code has some advantage

in economic side compared with SNI 2002 code.