Capital Gate, also known as the Leaning Tower of Abu Dhabi, is a skyscraper in Abu Dhabi that is over tall, 35 stories high, with over of usable office space. Capital Gate is one of the tallest buildings in the city and was designed to incline 18° west. The building is owned and was developed by the Abu Dhabi National Exhibitions Company. The tower is the focal point of Capital Centre. Construction Project timeline Foundation The structure rests on a foundation of 490 pilings that have been drilled below ground. The deep pilings provide stability against strong winds, gravitational pull, and seismic pressures that arise due to the incline of the building. Of the 490 pilings, 287 are in diameter and deep, and 203 are in diameter and deep. All 490 piles are capped together using a densely reinforced concrete mat footing nearly deep. Some of the piles were only initially compressed during construction to support the lower floors of the building. Now they are in tension as additional stress caused by the overhang has been applied. Core of the structure The core of the Capital Gate was built using jumping formwork, also known as climbing formwork. The center concrete core had to be specially designed to account for the immense forces created by the building's angle of elevation, or camber. The core contains of concrete reinforced with 10,000 metric tons of steel and uses vertical post-tension and was constructed with a vertical pre-camber. This pre-camber means the core was constructed with a slight opposite lean. As each floor was installed, the weight of the floors and diagonal grid, or diagrid, system pulled the core and slowly straightened it out. The core contains 146 vertical steel tendons, each long, which are used for post-tension. Superstructure Given the 18° lean of the building, the construction required two diagrid systems: an external diagrid defining the tower's shape and an internal diagrid linked to the central core by eight unique, pin-jointed structural members. The external diagrid comprises 720 sections of varying shapes, as it is based on the direction in which the tower leans. The external grid carries the weight of the floor while the internal diagrid connects with the external and transfers the load to the core, thereby eliminating the need for columns in the floor. World record In June 2010, Guinness World Records recognized Capital Gate tower as the world's "farthest