sign of compression and tension in midas civil

Prestressing force applied at one end or both ends 1. Consideration of time dependent properties of concrete 5. 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. kindly reply back if you have any further issues.The probable reasons are: 1. Yes, we can use export option in midas civil. 4) Can I import this to Midas FEA to undertake a more accurate analysis. Can you show me how I can do this? See the below snapshot for the procedure to obtain buckling critical factor of the particular mode in consideration.

Refer our online help manual for details: 3) I was previously informed that the alpha-critical value given by Midas when Multiplied by the Moment in y-direction should give Mcr. ) Here we do not need to multiply the results with mesh size (irrespective of mesh size), as we are considering only 1m width of the slab in design. The results are hence in the form Area of steel/unit-width of element, as in, 'SQ.metre/metre'. The reinforcement required for that element is thus reported in terms of unit width of the element. One needs to use a one metre width of slab. The design of that element hence has to be done on the basis of a unit width. In other words, if you take a one metre width of the slab at the centroid of the element in question, the moment over that one metre width on that element is equal to 50 KN-m (some moment magnitude say 50 KNm). ( Plate Moment results: They have units of Force-length/length. We can multiply the moment with corresponding plate element width. By default plate results (along that plate local axis direction) are for KNm/per 1m width. 2) How do you read plate data on Midas? How can I I convert the KNm/m to a KNm moment? After performing analysis, Goto Results tab>Forces? Plate Forces/Moments. So we need to correctly group the bracing elements under this structure group and activate them in the corresponding construction stage.

'Bracing' Structure group does not contain bracing elements. Regards Answer: Hello User, 1) The bracing elements don't appear in the model. Your assistance with the above queries will be much appreciated. Can you show me how I can do this? 4) Can I import this to Midas FEA to undertake a more accurate analysis. 2) How do you read plate data on Midas? How can I I convert the KNm/m to a KNm moment? 3) I was previously informed that the alpha-critical value given by Midas when Multiplied by the Moment in y-direction should give Mcr. 1) The bracing elements don't appear in the model. I have a few queries which I was hoping you could assist me with. Question: Hi I have created below a plate model on Midas to enable me to carry out a buckling analysis.

Sign of compression and tension in midas civil