Design Recommendations for Steel Deck Floor Slabs

1976 ◽  
Vol 102 (11) ◽  
pp. 2121-2136 ◽  
Author(s):  
Max L. Porter ◽  
Carl E. Ekberg
Keyword(s):  
Design Recommendations ◽  
Floor Slabs ◽  
Steel Deck

Experimental Investigation on Flexure Performance of New Steeldeck-Concrete Thermal Insulation Composite Floor Slabs

2014 ◽  
Vol 584-586 ◽  
pp. 993-996
Author(s):  
Ping Zhou Cao ◽  
De Li ◽  
Rong Zhuo Lin
Keyword(s):  
Experimental Investigation ◽  
Bearing Capacity ◽  
Thermal Insulation ◽  
Calculation Method ◽  
Experimental Results ◽  
Floor Slabs ◽  
Flexural Bearing Capacity ◽  
New Formula ◽  
Steel Deck

A new Steel deck-concrete composite floor slabs was proposed that with the effect of het preservation and insulation, and the flexure performance of the slabs has been studied. Calculation method of flexural bearing capacity was put forward. Based on comparative and analysis experimental results, it has been verified that the applicability of new formula of flexural bearing capacity of the new slabs.

scholarly journals Analisis Perbandingan Metode Desain Pelat Beton Konvensional Terhadap Slab Steel Deck Komposit

2019 ◽  
Vol 8 (1) ◽  
pp. 36-42
Author(s):  
Muhammad Sofyan ◽  
Abdul Rokhman ◽  
Ade Okvianti Irlan
Keyword(s):  
Positive Reinforcement ◽  
Plate Thickness ◽  
Floor Plate ◽  
Composite Action ◽  
Floor Slabs ◽  
Plate Design ◽  
Conventional Plate ◽  
Steel Deck ◽  
Deck Slab ◽  
Composite Steel

Like other structures, floor slabs also develop over time. The shorter time demands of work with lower costs are one reason for the development of structures in the construction of houses. Floor plate work can be done with two methods The conventional floor tiles of many multilevel buildings use reinforcement to bear the positive moment. While for carrying positive reinforcement, other materials can be used, namely Steel Deck Slab which will cause a composite action on the plate. The research has been conducted on the design of composite steel decks in Indonesia. The purpose of this study was to find out and compare the Capacity Efficiency of the conventional plate design and the composite Composite Steel Deck Slab with variations in plate thickness 8, 10 and 12 cm and compare the nominal moment of the cross section. By comparing these two types of plates the design engineer can determine the optimal dimensions.

scholarly journals Calculations of the rigidity and the strength of concrete filled steel deck diaphragms

2021 ◽  
Vol 274 ◽  
pp. 03014
Author(s):  
Oleg Efimov ◽  
Linur Gimranov ◽  
Alsou Fattakhova
Keyword(s):  
Shear Stress ◽  
Shear Stresses ◽  
Horizontal Load ◽  
Joint Work ◽  
Shear Deformations ◽  
Floor Slabs ◽  
Frame Buildings ◽  
Steel Frame Buildings ◽  
Two Sides ◽  
Steel Deck

Calculations of horizontal loads such as wind are required even for low-rise buildings. With stores number increasing their influence increases. The horizontal loads are perceived by the flooring discs. Steelreinforced concrete floors with profiled decking are most often used in steel frame buildings. Floor slabs and frame’s joint work is ensured by shear studs. The article discusses a shear studs’ stress determining method from horizontal load. There are different slab supporting variants: slap supported on two sides and along slab's perimeter. The goal was to determine shear stress in each flexible stop. The tasks were solved by calculating and by computing. Then the results were compared. Therefore, the resulting formula allows determining shear stresses not only in square slab but in rectangular ones too. Shear stress knowledge in the studs allows to determinate frames’ displacements by horizontal loads. Frame displaces relative to the floor slab due to studs shear and flexibility. The derived displacements determining formula takes into account shear deformations and anchor compliance in different directions. Herewithin the article, proposed displacements formula is not checked, but only the components determining a method is proposed.

Design of precast reinforced concrete structures of frame buildings: a new set of rules

2019 ◽  
pp. 4-9 ◽  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Building Frames ◽  
Fine Grained ◽  
Rigid Frame ◽  
Floor Slabs ◽  
Frame Buildings ◽  
Spatial System ◽  
Precast Elements

Currently, prefabricated reinforced concrete structures are widely used for the construction of buildings of various functional purposes. In this regard, has been developed SP 356.1325800.2017 "Frame Reinforced Concrete Prefabricated Structures of Multi-Storey Buildings. Design Rules", which establishes requirements for the calculation and design of precast reinforced concrete structures of frame buildings of heavy, fine-grained and lightweight structural concrete for buildings with a height of not more than 75 m. The structure of the set of rules consists of eight sections and one annex. The document reviewed covers the design of multi-story framed beam structural systems, the elements of which are connected in a spatial system with rigid (partially compliant) or hinged joints and concreting of the joints between the surfaces of the abutting precast elements. The classification of structural schemes of building frames, which according to the method of accommodation of horizontal loads are divided into bracing, rigid frame bracing and framework, is presented. The list of structural elements, such as foundations, columns, crossbars, ribbed and hollow floor slabs and coatings, stiffness elements and external enclosing structures is given; detailed instructions for their design are provided. The scope of the developed set of rules includes all natural and climatic zones of the Russian Federation, except seismic areas with 7 or more points, as well as permafrost zones.

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