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Midas Civil Manual11/21/2020
Tens of thousands of Civil and Mechanical technicians around the planet have implemented MIDAS Software program in their function procedures in executing high user profile projects and daily tasks.
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Members 14800 Downloads 7495 Comments 10 Years, 00 Weeks Board Age group Contact us: infocivilax.cóm FOLLOW US Cóntact us: infocivilax.cóm FOLLOW US Copyright Violation Policy Privacy Policy Conditions and Circumstances 2020 Civilax.com. With correct advices and assumptions, the software results and manual computations would significantly be equivalent. Internal factor of the software for pre-stress calculation 3. Improper definition of tendon home, tendon profile: The typical mistakes in this dialogue box are: -Assigning inappropriate tendons material, improper tendon type. Duct diameters to be of adequate size for tendon area - Thing to consider of relaxation, items for friction as properly as wobble coéfficients and the slide. Also, verify the kind of bonding of tendons with the duct. Incorrect tendon property or home, - Wrong number of designated elements, curve kind and referrals axis selection - Create sure to input coordinates based on benchmark axis chosen, whether centered on element regional axis or on worldwide axis system or along a specified curve. Curve kind, Spline is certainly selected, after that the tendon curve would move smooth linking the came into coordinates i.elizabeth P1, P2, G3 and P4 as on the physique to remaining. And this curve would have got lines P1-P2 and P2-P3 as tangents as demonstrated in amount to the best, where P1,P2 and G3 are the coordinates moved into. Unless L is usually 0, the tendon will not move through G2. Internal factors of software program for Prestress calculation: Internally midas Civil, divides the elements with tendon profile designated to it, into 4 parts and the effects of Prestressing is determined at a total of 5 factors ( inclusive of i and j finishes). Therefore, when these categories are not ending at locations where the tendon user profile is having a major switch in profile formula (State, at the curvaturé of a paraboIic profile), then loss computations wouldnt be at its most accurate value. Consideration of changed concrete section: The regular calculations are usually in common, done thinking of the low concrete area properties. Where as midas Civil accounts for the shift in property credited to the presence of tendons and considers an equivalent transformed section. However if this modification in section property is usually to be ignored, the exact same could become carried out under Evaluation Analysis Control Construction phase Beam Area Property Adjustments as demonstrated below: 5. Factor of time dependent properties of concrete: To think about the period dependent effects such as variance in tangible compressive power, slip and shrinkage, appropriate variables would have got to become defined, connected with foundation materials and assigned to suitable components (Say, just longitudinal and not really transverse). Furthermore the time dependent effects are usually to end up being regarded as in the design stage evaluation control. For understanding and back linking these variables with bottom material, options as highlighted on the image can be to end up being used. Under Design Stage analysis control Time Dependent Impact Control the results of time dependent conduct like, creep, shrinkage, inner creep calculation measures, etc. The implications of typical options are usually described besides the image below. Variable shortening when manually calculated is usually usually based on constant initial force. Where in with the software program, flexible shortening could become computed with the drive variation as nicely, which might differ the software program results as likened to regular calculations. Sequence of pre-stressing regarded as: The age group of cement during when the tendons are pre-stressed, the series of pre- stressing etc. For instance, stressing 4 wires at the same instance produces different result as compared to worrying of each wire with a small time distance. To pre-stress the muscles in series, Additional methods are to be described in the Compose Construction Stage conversation box. The tendons can end up being pressured or the load team for each tendon could become activates at these described additional phase time length of time. As outlined in the image above, under action ( 1 ) specify the extra ways for period duration when a particular tendon would be stressed. Under stage ( 2 ), the muscles pre- stress load group is usually to end up being turned on at the chosen time stage under the Fill tab. Doing therefore would yield different outcome as compared to having all the 5 tendons stressed at the same instance. Pre-stressing power applied at one end or both ends: Jacking force could become applied at both finishes or just one finish. Providing improper selection would guide to various pre-stressing power software as compared to what is usually intended and the outcomes could differ from regular calculations. Besides the over mentioned factors, there can become other guide input errors, like wrong force value, mistakenly getting into Stress values when the Pressure option will be chosen and so on.
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