Hi,
does anyone already been design irregular shape column in staad, such as L-shape, T-shape and etc. Please shared your techniques how deal on it, as soon as possible I don't wanna ask help for the other programs software.
Thanks in advanced.
We have a situation where an existing building utilizes platform-framed construction and several columns have beams with 10'-0" cantilevers which run over top of them. We do not feel it's conservative to assume a perfect fulcrum (i.e. zero eccentricity…
I have attached another modelling Structure 3 .
It's same as structure 2 (from General option) but I don't use offset.
I think if I use offset it will be incorrect because without offset the column has already connect to the beam even the extrude…
I am a relatively new user to RAM SS concrete.
I am trying to add a column which sits on a cantilever. RAM SS will not let me do this. There must be some way, any suggestions are appreciated.
Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…
Here is My Command
STAAD SPACE START JOB INFORMATION ENGINEER DATE 21-May-12 END JOB INFORMATION INPUT WIDTH 79 ****** Node Indentification ********************************************* UNIT METER KN JOINT COORDINATES 1 0 0 0; 3 0 5.5 0; 5 0 7.5 0;…
RAM Structural System v14.05.03
RAM Modeler
I am a new user to the RAM products. Our office develops our drawings in AutoCAD 2013, so I developed a (2-D) Roof Framing Plan in AutoCAD and imported it into RAM Modeler as a DXF. I followed the example…
Hi SIr,
I have made 2 modelling compare the offset function of column L-shaped.
The column at modelling 1 is made from Angle at Create User Table.
The column at modelling 2 is made from General at Create User Table.
The resulted moment…
QUESTION 1:
I am designing a 12-storey building using Staad Pro v8i. I have moment frames going in both East-West and North-South directions. The frames in the E-W direction are to be designed per the strong axis due to wind load considerations. How…