![]() ![]() ![]() Therefore, when representing the stress element for point □, we use the x-z plane. ![]() and then choose type as Compression Only or Multi-linear where you can specify the maximum reaction after which the support loses stiffness and redistributes. Post-tensioning is the method of stressing the tendons, after concrete is cast, and installed in their final location, to create enough lateral compression that the beam-unit will resist the desired amount of vertical loading. Note that all relevant (non zero) components lie in the x-z plane. MIDAS Customer Online Support Knowledge base - Limiting tension at a support and dynamic factor application - Question: help desk software by. A 3D-stress element is a representation of the state of stress composed of six stress components: $\sigma_x, \sigma_y, \sigma_z, \tau_$ are positive, this is the 3D stress element: ![]()
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