COVERING A SINGLE-STOREY INDUSTRIAL BUILDING WITH WIDE BOX-SHAPED BEAMS OF STEPWISE-VARYING HEIGHT
Keywords:
reinforced concrete rafter beam, industrial building, strength calculation, deflec-tion calculation, stress in reinforcement, crackingAbstract
The article proposes a precast monolithic covering of a one-storey industrial building, consist-ing of 3 m wide box-shaped roof beams of stepwise-variable cross-section limited by a third-degree parabola. The beams are supported on the girder supporting roof trusses, installed in a row and con-nected with a monolithic insert that complements the plate of the upper chord of the beam to a sin-gle roof slab. Roof beams perform both load-bearing and enclosing functions. The height of the covering in the middle of the span is 1.5 m instead of 3.75 m in the typical solution –when laying ribbed slabs on roof trusses. The covering is distinguished by the simplicity of installation: the num-ber of lifts and the volume of field welding are minimal; no temporary fastenings are required; erec-tion works and the installation of monolithic inserts can be combined; and covering configuration simplifies the construction of networks of sewerage. The results are given for buildings with spans up to 24 m and 3 m wide box-shaped roof beams of stepwise-variable cross-section.References
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