Slim‐floor construction – design for ultimate limit state: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Slim‐floor construction – design for ultimate limit state

Lam, Dennis / Dai, Xianghe / Kuhlmann, Ulrike / Raichle, Jochen / Braun, Matthias

This paper presents the design method for slim‐floor construction that comprises a steel beam and a concrete or composite floor slab in which the beam is integrated within the depth of the slab. The slabs are either supported on a plate attached to the bottom flange or the bottom flange of the beam itself. The main design parameters and load transfer mechanisms are discussed. Plastic analysis has been adopted for the design of the bending capacity at the ultimate load condition and the design procedures described are in accordance with the principles given in Eurocode 4. Attention is paid to the type of shear connection between steel and concrete.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Slim‐floor construction – design for ultimate limit state

Lam, Dennis / Dai, Xianghe / Kuhlmann, Ulrike / Raichle, Jochen / Braun, Matthias

This paper presents the design method for slim‐floor construction that comprises a steel beam and a concrete or composite floor slab in which the beam is integrated within the depth of the slab. The slabs are either supported on a plate attached to the bottom flange or the bottom flange of the beam itself. The main design parameters and load transfer mechanisms are discussed. Plastic analysis has been adopted for the design of the bending capacity at the ultimate load condition and the design procedures described are in accordance with the principles given in Eurocode 4. Attention is paid to the type of shear connection between steel and concrete.

Slim‐floor construction – design for ultimate limit state

Lam, Dennis / Dai, Xianghe / Kuhlmann, Ulrike / Raichle, Jochen / Braun, Matthias

This paper presents the design method for slim‐floor construction that comprises a steel beam and a concrete or composite floor slab in which the beam is integrated within the depth of the slab. The slabs are either supported on a plate attached to the bottom flange or the bottom flange of the beam itself. The main design parameters and load transfer mechanisms are discussed. Plastic analysis has been adopted for the design of the bending capacity at the ultimate load condition and the design procedures described are in accordance with the principles given in Eurocode 4. Attention is paid to the type of shear connection between steel and concrete.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Slim‐floor construction – design for ultimate limit state

Contributors:

Lam, Dennis (author) / Dai, Xianghe (author) / Kuhlmann, Ulrike (author) / Raichle, Jochen (author) / Braun, Matthias (author)

Published in:

Steel Construction ; 8 ; 79-84

Publication date:

2015-05-01

Size:

6 pages

ISSN:

1867-0520 , 1867-0539

DOI:

https://doi.org/10.1002/stco.201510019

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

slim floor , Composite construction , steel section , bending resistance , horizontally lying studs , CoSFB concrete dowels , composite decking , Methods of analysis and design , composite beam , CoSFB , shallow floor construction

Similar titles

Slim‐floor construction – design for ultimate limit state

Lam, Dennis / Dai, Xianghe / Kuhlmann, Ulrike et al. | Wiley | 2015

Slim floor design and construction

Mullett, Derek L. / Steel Construction Institute | TIBKAT | 1992

Slim floor construction

Mullett, D. L. | British Library Online Contents | 1992

Slim Floor Construction

Lawson, R.M. | Online Contents | 1996

Slim Floor Construction

Lawson, R. M. / Leskelae, M. | British Library Online Contents | 1996