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hello dear. Is there any way to design Slab post tension in robot structural ?
Dear support team, We are checking a post-tensioned beam using AASHTO LRFD code. We are assuming that all tendons are stressed at the same time. Apparently, SBD does not allow to specify los...
Hello, On past version of SBD there was an option to paste section loads from clipboard. This option was very useful because information could be prepared in excel file. However on 2023 vers...
Dear support team, We are studying reconstruction of the top part of a church bell tower that collapsed on 2017 strong earthquake. As a possible solution, our client asked us to consider the...
Hello,
I need to extract panel node results from multiple model files.
I'm using the following code to extract results:
'-----------------------------------------
D...
Hello everyone, We are doing evaluation of an existing building in which the bottom floor is a postensioned waffle slab. To simulate prestressing force we used RSA “Equivalent Prestress Forc...
Hello, I'm simulating a cable stayed bridge construction sequence using individual models for each stage. I need to extract bar results for each model. Using Robot API I can get bar forces (...
Hello Friends, I'm studying equilibrium for a concrete block that will depend on a post-tensioned cable (168Ton force) and friction between surfaces (mu=1.0). For load case 1 (assembly), the...
Hello, Does anyone know how we should interpret reinforcement areas for L and T shapes? Robot help shows figures only for rectangular / Z shapes http://help.autodesk.com/view/RSAPR...
Hello, I'm using ASD 9th edition to check beam box sections. Depth of beam is 110cm and webs are 1.3 thick. According to section F4-2, allowable stress will be lower than 0.4Fy. I remember t...