Komposit Beton-profil Lip Channel Untuk Mencegah Tekuk Lateral-torsional

Lip channels profile usually failed before reaching its maximum loaddue to torsional. To avoid this problem, usually lateral support isprovided to the profile. One of the solution is by filling the profile withconcrete material (composite). The purpose of this research is to knowthe bending strength ratio of lip channels profile to lip channels-concretecomposite. The specimens in this research is lip channelsC85x40x8x0.90, C85x40x8x0.65, C75x40x10x0.75, C75x40x10x0.65and two pieces of composite beams of 85x40x1100 mm with two piecesof composite beams 75x40x1100 mm. Beside the bending strength testas the main test, additional test should be runned by concretecompression test using 12 pieces of 150x150x150 cube and 12 pieces oflip channels. Based on this research, it is found that the bending strengthof the lip channels (P-1) and composite beam (K-1) are 262.06 MPa and366.35 MPa each. The result means that there is 1.40 (39.80%)increasing in bending strength. For P-2 the bending strength is 268.64MPa while K-2 is 453.60 MPa or increased 1.69 (68.85%). For P-3bending strength is 180.90 MPa while K-3 is 364.75 MPa, increased 2.02(101.63%). For P-4 the bending strength is 207.59 MPa while K-4 is430.05 MPa, increased 2.07( 107.16%)