SOLIDSOLUTIONS SUPPORTING EXCELLENCE RSC Coomas, fabrications esta prorded load 15 P=92kN 10. (= 6000mm E= 200 g/m² 0 I1 = 6.712x10-6 ③ [2=0.84x10-6 solve the value od d for leoth (I) and (12) situations 20 show working in a semple method for each situation, what are the smallest dimensions of each wewn to resist buckling? CONTACT US 35 SouWORK