Shear Stops Forces Distribution Analysis in Combined Floors of Multi-Storey Buildings

EasyChair Preprint 3152

Abstract

Combined flooring is the most frequent and affordable floor disks constructive solution in steel frame buildings. Vertical load is the main load perceived by the overlap. The horizontal loads become necessary to take into account with the store’s number increasing and depending on the construction area. Flexible anchors combine the work of profiled sheet (fixed formwork) and floor beams. The problem is that according to Russian standards the studs setting is governed mainly by design requirements. However, flexible anchors calculation for horizontal load showed that their forces exceed maximum permissible, so the structure cans failure.

The forces in the studs change depending on the floor slabs supporting design solution and the aspect ratio. The correction factor derived in the article allows take into account the real efforts distribution in shear stud without losses in calculation accuracy in buildings and structures design.

This issue’s study will clarify the combined overlap’s calculating methods and will allow using the material in the most rational way.

Keyphrases: Flexible connections, Shear studs, combined ceilings, horizontal load, shear rigidity, shear stresses

@booklet{EasyChair:3152,
  author    = {Linur Gimranov and Alsou Fattakhova},
  title     = {Shear Stops Forces Distribution Analysis in Combined Floors of Multi-Storey Buildings},
  howpublished = {EasyChair Preprint 3152},
  year      = {EasyChair, 2020}}