282 CHAPTER 8 Columns
Fig.8.18
Column section of Example 8.4.
The position of the shear center S is found using the method of Example 16.2; this gives
xS=−76.2mm.TheremainingsectionpropertiesarefoundbythemethodsspecifiedinExample8.3
andarelistednext:
A=600mm^2 Ixx=1.17× 106 mm^4 Iyy=0.67× 106 mm^4
I 0 =5.32× 106 mm^4 J=800mm^4 = 2488 × 106 mm^6
FromEq.(8.77)
PCR(yy)=4.63× 105 N PCR(xx)=8.08× 105 N PCR(θ)=1.97× 105 N
ExpandingEq.(8.79)
(P−PCR(xx))(P−PCR(θ ))I 0 /A−P^2 x^2 S=0(i)
RearrangingEq.(i)
P^2 ( 1 −AxS^2 /I 0 )−P(PCR(xx)+PCR(θ ))+PCR(xx)PCR(θ)=0(ii)
SubstitutingthevaluesoftheconstanttermsinEq.(ii),weobtain
P^2 −29.13× 105 P+46.14× 1010 =0(iii)
TherootsofEq.(iii)givetwovaluesofcriticalload,thelowestofwhichis
P=1.68× 105 N