Hi,first thank you for the video, i have 1 question when define the concrete model with a number of bars (12)(min 10:05) but after that you delete some bars and you dont changes that in the concrete model(12:01)min , i think that is a litle mistike, if is dont a mistake can you explain why is not ?
hi.thanks for the video, but can you please tell how to get moment curvature for confined case using user defined stress strain curve.confinement options are available only for mander's model.
It can be designed like a simply supported beam manually and the Connections will be shear plate Connections . With bolts embedded in concrete if new structure otherwise use expansion bolts
Watch "Structural Ductility Moment curvature curve in SAP2000"
Many thanks bro! Very useful..
Thank you so much for the video 🙏
Hi,first thank you for the video, i have 1 question when define the concrete model with a number of bars (12)(min 10:05) but after that you delete some bars and you dont changes that in the concrete model(12:01)min , i think that is a litle mistike, if is dont a mistake can you explain why is not ?
hi.thanks for the video, but can you please tell how to get moment curvature for confined case using user defined stress strain curve.confinement options are available only for mander's model.
Yes they are
Thank you sir ! Vey useful information !
Can anyone please 🙏 solve a project issue of mine i need it urgently
Can etabs modelling FRP Retrofit?
Hi, no
it shows me every time error confinment bar distance 1/6 of core concrete area
Check your units and the dimensions defined again
How to give axial load and moment angle ? Its showing zero
You may have to split into components
@@EngineeringLearningPlatform can u make video and upload it
may i ask about how to design steel i beam between 2 concrete columns ?
It can be designed like a simply supported beam manually and the Connections will be shear plate Connections . With bolts embedded in concrete if new structure otherwise use expansion bolts
can you help me please i have to finish it tomorrow , it's dim. is 200*200*12 mm , i just want to make check for deflection and wind pressure
@@minagerges1622 you can contact our services providers at fiverr.
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