![]() The end joints of a tendon will always be connected to the nearest frame, area, or solid element if they are not contained within a bounding box. Such straight external portions of a tendon will normally exhibit constant axial force under analysis. DOE November 2000 contract with Honeywell, recently extended to December 2010. they are not one of the two end joints of the tendon, and (2) the tendon is straight at that joint. Section cuts reveal that individual element forces closely correlate with those induced by prestressing. An average of 5,000 weapon packages are shipped monthly. Define a section cut through the frame and tendon, review forces, and compare with frame and tendon response at section cut locations.įlexural response is depicted in Figures 1 and 2:įigure 1 - Moment diagram, two-span bridge with tendonįigure 2 - Moment diagram, one-span bridge with tendon.Compare frame-element forces to the prestressing forces, found through the Display > Show Bridge Forces/Stresses menu.Verify the prestressing forces used for flexural design check.Determine and review internal forces resulting from prestressing. ![]() Tendons are prestressed to 10kN (without losses) and located 0.05m from the bottom of each section.
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