11-09-2010, 10:12 AM
Hi CivilEAns,
I have recently been following the threads within the Forum relating to Tekla Structures and they have really attracted my attention. It seems so interesting!!!
I have been using Masterseries (BS/EN) basically for simple analysis checks (I have to agree that i don't easily go about its modeling environment and procedure most especially when i compare it to the CSI products-which seem simpler and intuitive), a one disadvantage to me.
So this is how i go about it, very taxing!
1) I model and analyze in ETABS or SAP2000
2) For concrete, i proceed with spreadsheets for design, but the detailing becomes a hustle!!!( as in i go manual).
3) For steel, i proceed to MasterSeries with all the efforts and design/check the connections.
When i read the Tekla threads, this program seems to be a one stop for all this!!!
Please, those with experience/info regarding the two products please throw more light on the advantages of one program over the other, say in regard to Analysis and design of Concrete, Steel and, (Simple and Moment steel connections)
I would like to know which of the two programs is nearly a one stop shop!!
I have recently been following the threads within the Forum relating to Tekla Structures and they have really attracted my attention. It seems so interesting!!!
I have been using Masterseries (BS/EN) basically for simple analysis checks (I have to agree that i don't easily go about its modeling environment and procedure most especially when i compare it to the CSI products-which seem simpler and intuitive), a one disadvantage to me.
So this is how i go about it, very taxing!
1) I model and analyze in ETABS or SAP2000
2) For concrete, i proceed with spreadsheets for design, but the detailing becomes a hustle!!!( as in i go manual).
3) For steel, i proceed to MasterSeries with all the efforts and design/check the connections.
When i read the Tekla threads, this program seems to be a one stop for all this!!!
Please, those with experience/info regarding the two products please throw more light on the advantages of one program over the other, say in regard to Analysis and design of Concrete, Steel and, (Simple and Moment steel connections)
I would like to know which of the two programs is nearly a one stop shop!!