A column of height h with a rectangular cross-section of size has a buckling load of p. If the cross-section is changed to and its height changed to 1.5 h, the buckling load of the redesigned column will be
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Sol. Given :
Height ' ' h changes to '1.5 ' h cross-section ( 2) a a change to (0.5 3 ) a a bucking load of column of height h and cross-section ( 2) a a is ' ' P To find :
'Buckling load ' '
Pcr of column of height '1.5 ' h and cross section.(0.5 3 ) a a
Case-I : For column of height ‘h’ and of cross section ( 2) a a : Buckling load, 3 2 2 2 4 min 22 2 (2 ) 12 () 6 eff a a E EI Ea P L hh
Case-II :
For column of height '1.5 ' h and cross section (0.5 3 ) a a : 3 2 2 (0.5 ) (3 ) 12 (1.5 )
cr a a E P h 2 4 2 1 12 6 12 Ea P h (From case1)
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