Dear Col. Ayesha Sahiba,
Thank you for the information you have shared, I have gone through, it is useful. I see they have used the in-fill of block walls of 300Psi between the concrete frame structure which is bit similar to the schematic design of our panel, and rest of the frame structure is as normal as we already work with.
However, configuration of our panel is bit different. We aim to have the beams and columns built-in as precast in a composite panel (panel configuration is attached herewith for your ready reference). The structural frame will come readily built-in the panels, each element will be very well connected as described earlier and shown in the attached sections, the slab will be concreted at situ to have monolithic structure. You know that this will increase the quality of construction to the maximum as the panels would be built in the factory under highly controlled environment and erection at site will be done within the provisions made in the panels.
Now, coming to the design calculations and achieving the optimum configuration to reduce the cost as much as possible we are looking for ETABS tool(s) to run as many times it is needed. We again tried to use the same tools which are used to analyze and design that 6-floor building of NED but it gives different results. I am sure ETABS would have such tools, being exert of ETABS if you can help us in this regard, will great.
Once again thanks and best regards.
Aslam
Panel Design.pdf