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Hello, Its been a while using cables in Robot and it seems I do not recall properly how to do it. I have proposed a cable to compensate high load to reduce the moment in the baseplate. H...
In analysis of cables via robot, a pretension value has to be inserted and then iterations have to be made. I was wondering if there was a way to predetermine a good judgement for the pretension to b...
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Dynamic modal analysis is a linear analysis assuming constant stiffness. Cables are non-linear o...
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Yes, this sag is caused by the cable elongation caused by selfweight. 30m is the unloaded l...
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...ust a simple cable, pinned at the ends... but i got the following error: dynamic degrees of freedom e...
Hello, I used the FO field of a calbe to define the initial tension in the cable. The software obviously does not consider the force F0 as an initial tension in the cable but as the projection o...
Hi,
I am creating a simple model of cable bridge to do finite element analysis of each part about their forces and deformations. I get stuck when dividing the cables. Nodes were created along all cable...
Hi i am working on student project and i need help. Point of my work is tensile structure. In the this model i took one frame , there is two columns and cable, but cable need to be like arc. I t...
Hi guys, I'm designing a cable system and I can't rid of this warning: "Matrix is not positive definite - the critical load may have been exceeded." I want to calculate the pre-tension v...
hi can someone explain me how to model lifting beam and in particular lifting cable to design an steel structuring during lifting phase? thanks
...iveau des cables. Quelle type de liaisons faut-il utiliser? cordialement. Hello, We are students, and we must make a gantry suspended. We tested the structure with a...
Hello everyone! please i need a help. I have stumbled on a question regarding the cable structures. I keep getting the "no convergence of nonlinear problem" error. Thank you in a...
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Cable structure no convergence
Hello, I'm trying to estimate the displacement of my prestressed cable beam and i have a problem: my cables are pretensioned to 20kN and when i load the beam with 1kN point load of wind to t...