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Lateral torsional buckling is one of the main structural instabilityof lightweight thinmembersunder bending. In this type of structural members instability suddenly dropped considerable lateral and twisting off the page is loaded. The conventional method for preventing the occurrence of this type of buckling and lateral bracing member is using of concrete slab in the upper section. Using torsional and lateral stiffness hardening delta beams and rafters sheet resistance can beraisedand thuspreventbuckling ofthesection. In this paper, finite element program to help with difficult sections of Abaqus 6.13 Delta modeled and section capacity Delta lateral torsional buckling in front of sidereviewed studies show that optimal reinforcement to strengthen Delta is 1/4 bar height.

EXPERIMENTAL INVESTIGATION OF BUCKLING AND LATERAL TORSION BARRE INFORCED BY DELTA UNDER PURE BENDING LOAD