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Hello Zstone thank you very much for your help i had done what you had told me and it is very usefull i had resolved the problem thank you very much. thanks.

hello i had designed a seven stories concrete with shear walls then when a had designed the colums with eurocode2 i had a very large section of reinforcement ( 57,273 cm2) i think that is a very large value , i don't knew why sap had given me theses large value , and it is not the first ofen...

hello Rodmanera when you will do "automatic area mesh" , you can't see the mesh on the shel until the analysis had been done , then if you see that your shell was mesh as you wanted that is good , if not , you will lock the model and remesh the shell . for exemple : you had meshed the shell by...

hello rodmanera thank you for your send I had cheked your model , i had made some changes , i think that you would not devied your area and your frames ( beams ) this is the things that had given you a stranger diagram of the moments . i had changed your model , then i had mesched internaly...

please send an SDB file

hello I had never modeled a signe pile with SAFE V12 , i am lookin for some one who can help me to medel a pile and design it with SAFE , if it is possible send me a f2k file of a single pile , to learn . thanks

hello jenofstrucure you have two choice 1- you can model your structure with sap2000 , sap2000 has an option to transfer the loads to the frames elements a coording to the shell's locals axis ( assign area load/ uniform to frame (shell) ), then run analyis and check the forces in the frames. 2-...

Hello I had designed a 10 stories of a concrete structure with beam , column and chear walls with ETABS 9.5.0 , then i had designed the same structure with SAP2000 V 14.0.0, i had used de eurocode to design the beams and the columns. but my question is why SAP2000 had given me a very large...

hello I am a new user of SAFE , i am lookin for someone who can send me an f2k file of a single isolted pile and an explanation if is possible thank you soory for my english.

thanks IJR I had tried the option of joint assembled mass then i had the same resuts with what i had donne by the base reactions thank you very much .

hello you can get the mass of the model by creeting the combination wich is already introduced in the mass source then go to the display tables select the base reactions and select your combination for exemple comb1=DEAD+0.25live then you can have your mass with the global FZ divided by the...