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hi guys, i was trying modelling Shear Wall-with abaqus. but i found a problem here. firstly, please see my model attachment image the problem is, the moment output SM1 of beam in front of the wall is too small. as far as we know, the beam moment near the wall, should be quite high. i have...

@JoshPlum so, i am modelling a one story of free standing shear wall. 3 models shear wall, same height, same force that i applied, but with variant length (the concept is squat wall, as we know squat wall is dominated by shear deformation). the idea is to know : 1. does sap2000 calculate...

@JoshPlum Really thanks for your explanation btw :) that's make sense for me. about your question, i modelled a shear wall, 2D Analysis. shear deformation that i mean is in plane deformation. i already modelled the shear wall with refine mesh. 2D modelled. seems the SAP2000 Shear Wall...

Hello guys. Firstly, i am trying to verify about shear wall analysis that SAP2000 or ETABS did with manual calculation method suggested by Kiyoshi Muto. As we know that Shear Wall has two deformation shape, By flexure and By shear. so, if we calculate the deformation theoretically, by summing...

the 3 first mode result Mode/ Period/ UX/ UY/ UZ 1/ 1.525007 / 56.4795/ 0.0007/ 0 2/ 1.361121 / 0.4548/ 0.5129/ 0 3/ 1.31204/ 0.0014/ 57.1468/ 0

Hei guys :) I have a bit problem here. I analyzed 8 stories building (include basement and ground water tank). But i have a problem in mode shape when i analyzed in dynamic. The right result should be mode 1 and mode 2 are translation. But i am facing a problem where mode 1 translation and mode...

thankyou so much darkjmf1!! :D hopefully we can discuss more about something like this. really helpfull!

ohhh i see i understand. thankyou for your explanation darkjmf1. thanks a lot. this is for my undergraduate thesis, to compare slab moment by using code and finite element analysis. really helpful with your concept explanation.:D btw, one more question, since i modelled my beam and slab as...

or, if i want to calculate the frame moment that support a slab, i just use uniform to frame as loading assign? so i conclude, to know the slab moment, just use uniform (shell) load assign. if i want to know frame moment thar support a slab i just use uniform to frame (shell) load assign? is...

thanks darkjmf1 for your explanation. but i confuse when i show the frame moment with uniform load. is that moment is a result from tributary load when assign the area load with uniform load, or it just the moment of frame itself? (moment from their weight self) beside that it shows, the slab...

guys, i have a question. i still dont know what is the different between assign load area in uniform (shell) and uniform to frame (shell). can you guys explain me the different? maybe in value? or can you guys tell me about the concept of loading uniform (shell) and uniform to frame (Shell)...

i have a question im modelling nine panel slab with edge beam on each side of panel. i analyzed it with shell element quadrilateral with 0,3 x 0,3 metre meshing. the results from SAP2000 is bigger than manual one. my sap2000 tutorial book said that it can be happened. but the book didnt know...

Hi guys, anyone know how to show bending moment ouput from shell element in sap2000? i just got confused... i just drag my mouse over the node to see the value :( is there any way to show moment ouput in a distance that i desire? thanks in advance

@Mustaine3 thanks for your advice. ill check now :)

anyone can assist me?

hi guys, seems that i need all of your help im on my study in finishing my under graduate final project. my study is about concrete slab element moment in multi panel. the panel that i modelled is like this...