![]() ![]() The trusses shall be designed so that the buckling of any individual truss member is resisted internally by the individual truss through suitable means (i.e., buckling reinforcement by T-reinforcement or L-reinforcement, proprietary reinforcement, etc.).Locations for lateral restraint shall be identified on the truss design drawing. ![]() Permanent individual truss member restraint/bracing shall be installed using standard industry lateral restraint/bracing details in accordance with generally accepted engineering practice. ![]() Where permanent restraint of truss members is required on the truss design drawings, it shall be accomplished by one of the following methods:
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