In SERM Edition 4, Page 4-22
in Steel Column design-Second Order Effects-Simplified Method
Alan Williams says "From the table in LRFD part 2, the amplification factor is obtained as B2=1.03"
Can anyone tell me which table or which page exactly he used??.
I believe he means Seismic AISC, does not he?
in Steel Column design-Second Order Effects-Simplified Method
Alan Williams says "From the table in LRFD part 2, the amplification factor is obtained as B2=1.03"
Can anyone tell me which table or which page exactly he used??.
I believe he means Seismic AISC, does not he?
