Kindly let us know if further assistance is required. Since tendon primary forces itself are not affected, tendon secondary forces also won't be affected. Now, tendon primary is the force being applied to the structure due to prestress and Tendon secondary is nothing but the the resistance in the indeterminate structure due to the applied prestress load. The forces would remain unchanged, no matter the transfer length. Consideration of transformed concrete section 4. Internal consideration of the software for pre-stress calculation 3. Improper definition of tendon property or tendon profile 2. This can be verified by checking the beam forces result. RESULTS Why are the pre-stress losses given by midas Civil not matching with the manual calculations The probable reasons are: 1. It does not affect the axial force of the tendon and the force being transferred to the girder element. What this feature basically does is just the way how stress is considered at the extreme fibres. The purpose of transfer length is as shown in the image below. Thank you for writing to us! Glad to know that you are keenly studying the features in the software. I am using PC tendon Construction Stage analysis I have a question regarding TRASFER LENGTH OPTION, Tendon Primary load case stress result table has effect of transfer length as input.īut please explain Why? Tendon Secondary load case stress result table has no effect of transfer length. I am MIDAS CIVIL beginner, I would appreciate if you could help me understand the TRASFER LENGTH option
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