dccar

THANK YOU ENGINEERS FOR THE RESPONSES.

hello sir! tcan you please explain why dual system would be more appropriate? hank you sir for the response.

WHAT WOULD BE THE PROPER FRAMING SYSTEM FOR A POST TENSIONED FLOOR SLAB SYSTEM WHICH WILL BE SUPPORTED BY STRUCTURAL WALLS AND COLUMNS? PLEASE ENLIGHTEN ME WHETHER TO USE BEARING WALL, BUILDING FRAME SYSTEM, MOMENT RESISTING FRAME OR DUAL SYSTEM. I AM CONFUSED WITH THE TERM "COMPLETE VERTICAL LOAD CARRYING SPACE FRAME" AND "WITHOUT COMPLETE VERTICAL LOAD CARRYING SPACE FRAME". THANK YOU VERY MUCH.