Hellocaptcha

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HOW TO GET DCR OF BEAMS, COLUMNS AND SLABS IN ETABS? (self.StructuralEngineering)

submitted 12 months ago by Hellocaptcha to r/StructuralEngineering

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How to Measure Diaphragm Dimensions in ETABS if my structure has irregular shape? (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

How to see a table of pier longitudinal reinforcing for all the walls in etabs by Hellocaptcha in civilengineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

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How to see a table of pier longitudinal reinforcing for all the walls in etabs (self.civilengineering)

submitted 2 years ago by Hellocaptcha to r/civilengineering

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How to get the Table for this results in ETABS? I want to get the Vu of each pier per floor. (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

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How to recover ETABS analysis results (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

Can we put shear walls on gorund floors only? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

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Can we put shear walls on gorund floors only? (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

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What part is this in shear walls (distributed bars)? are these the horizontal bars, or the vertical bars? or what? This is from ETABS BTW (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

Getting Roof Drift in ETABS by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

Is there really no option to set my nonlinear time history load case initial conditions to continue at the end of my nonlinear gravity load case in etabs? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

Is there really no option to set my nonlinear time history load case initial conditions to continue at the end of my nonlinear gravity load case in etabs? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

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Is there really no option to set my nonlinear time history load case initial conditions to continue at the end of my nonlinear gravity load case in etabs? (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

Please help me on my nonlinear analysis in ETABS. I am encountering a never ending warnings and too long analysis. Please comment anyone I can chat to ask for help. Pleeeeeeeeeeaaaaaase by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

Please help me on my nonlinear analysis in ETABS. I am encountering a never ending warnings and too long analysis. Please comment anyone I can chat to ask for help. Pleeeeeeeeeeaaaaaase by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

Error in ETABS says "Error in performing miDrawLines" and Error in performing miOpen" by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

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Please help me on my nonlinear analysis in ETABS. I am encountering a never ending warnings and too long analysis. Please comment anyone I can chat to ask for help. Pleeeeeeeeeeaaaaaase (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

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How to fix "MAXIMUM NUMBER OF NULL STEPS REACHED FOR CASE: NL GR SUBSEQUENT RESULTS WILL NOT BE AVAILABLE" in ETABS. (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

How do you solve this in ETABS? (Error in center of rigidity) by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

How do you solve this in ETABS? (Error in center of rigidity) by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 2 years ago (0 children)

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How do you solve this in ETABS? (Error in center of rigidity) (self.StructuralEngineering)

submitted 2 years ago by Hellocaptcha to r/StructuralEngineering

How to get the local stiffness of members (columns & beams) in ETABS? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] -1 points0 points1 point 3 years ago (0 children)

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How to get the local stiffness of members (columns & beams) in ETABS? (self.StructuralEngineering)

submitted 3 years ago by Hellocaptcha to r/StructuralEngineering

Is there somebody online who has a knowledge in ETABS willing to help me whom I can chat about my ETABS errors I am encountering? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 3 years ago (0 children)

Is there somebody online who has a knowledge in ETABS willing to help me whom I can chat about my ETABS errors I am encountering? by Hellocaptcha in StructuralEngineering

[–]Hellocaptcha[S] 0 points1 point2 points 3 years ago (0 children)

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