The project was mainly two towers of 35 floors each.
The scope of work was to design the post tension roof slab of T4 Lev 35 as it was a complicated slab having variable load cases of wind, seismic , temperature and a massive iconic steel structure planted on the slab.In addition a 56 ton weight of moving BMU was considered with all possible loading conditions.
Codes and Standards:
ASCE07-: Minimum Design Loads for Buildings and other Structures.
Building Code Requirements for Structural Con-crete (ACI 02-318) and commentary.
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Software:
ETABS 2016
Ram 6.2
Autocad
Client:
katara Towers Hotel Management
Design and Supervising Consultant:
Dar AL Handasa Consultants
Project Management :
Qatar Project Management
Main Contractor :
HBK Contracting Company W.L.L.
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