Beam

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Solutions for Beam

Office building in Nagpur

Kirby Building Systems & Structures India Pvt Ltd – India

The building plot area was concise, and compound wall was shared with one side School building and other side Hospital building.
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Office building in New York (One World Trade Center)

John Hopkins University – United States

A hybrid system combining concrete and steel was adopted to enable large, column-free spaces within the One World Trade Center efficiently and innovatively, while maintaining the highest safety standards.
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Office building in New Delhi

Institute for Steel Development & Growth – India

The building consisted of four towers.
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Office building in Shenzhen

Tongji University – China

Steel and concrete composite outer frame columns were adopted to provide sufficient strength and stiffness, effectively bearing vertical and horizontal forces.
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Office building in Beijing (Li Ze SOHO)

Tongji University – China

Due to the large number of floors and spans and the load-bearing area of the columns, circular steel pipe concrete columns are used in several layers of the main structure.
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Hotel in Chongqing

Tongji University – China

Composite beams, SRC columns, and walls were adopted to reduce component sizes, reduce structural self weight, and reduce earthquake response, while also improving the structure seismic performance.
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Logistic facility in Singapore (JLH)

National University of Singapore – Singapore

New composite beams and columns were adopted to reduce the beam height and the weight of the columns.
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Omission of lateral buckling reinforcement in beam member

Nippon Steel – Japan

The lateral stiffener omission construction method is an application technology to narrow width cross sections, and a construction method allowing lateral stiffeners to be omitted provided that certain conditions are met in accordance with a newly created proof stress formula with high precision, which takes into consideration the constraining effect from horizontal displacement of the upper flange of the beam given by the constraining effect of the floor slab.
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