HI i was just wondering as this was my first model created using SAP2000.
I have put on Dead and Live loads both 10KN and the output of the diagram was this.
All im wanting to know is does this diagram look normal? is it supposed to look like this??
I mean the stress arrangements using this application is quite confusing to me as its my first time using it.
the bottom floor is concrete and the structure is made in steel
I have put on Dead and Live loads both 10KN and the output of the diagram was this.
All im wanting to know is does this diagram look normal? is it supposed to look like this??
I mean the stress arrangements using this application is quite confusing to me as its my first time using it.
the bottom floor is concrete and the structure is made in steel
