Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges at Ultimate Load: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges at Ultimate Load

C. P. Heins

The purpose of this research work is to establish a more realistic lateral load distribution factor, in conjunction with the AASHO Load Factor design method. At present this technique utilizes the eleastic distribution criteria, which is not consistent with the philosophy of the load factor technique. The analytical method considers the elasto-plastic behavior of loaded simply supported composite slab-girder highway bridge systems. (Modified author abstract) Portions of this document are not fully legible.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges at Ultimate Load

C. P. Heins

The purpose of this research work is to establish a more realistic lateral load distribution factor, in conjunction with the AASHO Load Factor design method. At present this technique utilizes the eleastic distribution criteria, which is not consistent with the philosophy of the load factor technique. The analytical method considers the elasto-plastic behavior of loaded simply supported composite slab-girder highway bridge systems. (Modified author abstract) Portions of this document are not fully legible.

Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges at Ultimate Load

C. P. Heins

The purpose of this research work is to establish a more realistic lateral load distribution factor, in conjunction with the AASHO Load Factor design method. At present this technique utilizes the eleastic distribution criteria, which is not consistent with the philosophy of the load factor technique. The analytical method considers the elasto-plastic behavior of loaded simply supported composite slab-girder highway bridge systems. (Modified author abstract) Portions of this document are not fully legible.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Live Load Distribution on Simple Span Steel I-Beam Composite Highway Bridges at Ultimate Load

Contributors:

C. P. Heins (author)

Publication date:

1973

Size:

193 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Highway Engineering , Highway bridges , Loads(Forces) , Design criteria , Elastic properties , Plastic properties , Girder bridges , Composite beams , I beams , Reinforced concrete , Difference equations , Stresses , Concrete slabs , Bending , Deflection , Reinforcing steels , Structural analysis

Similar titles

Effective Slab Width of Simple Span Steel I-Beam Composite Bridges at Ultimate Load

H. M. Fan / C. P. Heins | NTIS | 1974

Revisited Live Load for Simple-Span Bridges

Iatsko, Olga / Nowak, Andrzej S. | ASCE | 2020

Inelastic Analysis of Continuous Composite Highway Bridges. Ultimate Load Capacity of Highway Bridges

C. C. Fu / J. Colville / C. P. Heins | NTIS | 1976

Live load on highway bridges

Chettoe, C.S. / Adams, H.C. | Engineering Index Backfile | 1931

Ultimate Load Carrying Capacity of Long-Span Steel Arch Bridges

Cheng, J. / Jiang, J.-J. / Xiao, R.-C. et al. | British Library Conference Proceedings | 2002