Analysis of Girder Segment Joints Sample Clauses

Analysis of Girder Segment Joints a. Joints in segmental girders made continuous by unbonded post-tensioning steel shall be designed at the ULS for the simultaneous effect of axial force, moment and shear that may occur at a joint. These force effects, the opening of the joint, and the remaining contact surface between the components shall be determined by global consideration of strain and deformation. Shear shall be assumed to be transmitted through the contact area only.
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Related to Analysis of Girder Segment Joints

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