Design of Ribbed Flat Slabs

Author: Reiss, M;Sokal, J

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Design of Ribbed Flat Slabs

Tag
Author
Reiss, M;Sokal, J
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Reiss, M;Sokal, J

Citation

The Structural Engineer, Volume 50, Issue 8, 1972

Date published

N/A

Author

Reiss, M;Sokal, J

Citation

The Structural Engineer, Volume 50, Issue 8, 1972

Price

Standard: £10 + VAT
Members/Subscribers: Free

Rectangular ribbed flat slabs are analysed as orthotropic plates with zero twisting rigidity. Moments are computed by an energy method.

M. Reiss and J. Sokal

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 8

Related Resources & Events

The Structural Engineer
<h4>Synopsis Buckling of Steel Latticed Struct by Professor P. C. Varghese and C. Ganapathy Chettiar</h4>

Synopsis Buckling of Steel Latticed Struct by Professor P. C. Varghese and C. Ganapathy Chettiar

The buckling load of a latticed structure is determined by considering the equilibrium of the joints in the deformed state, taking into account the effect of axial loads and deformation. The displacements U, V, W and the rotations ox, oy, oz are considered as unknowns at each joint. A stiffness matrix is developed based on ‘second order theory’. The loads causing buckling are those for which the determinant of the coefficients of the equilibrium equations at the joints vanish. As this results in a nonlinear eigen value problem, it is solved by iteration. A general computer program is developed to find the load causing instability of latticed structure of any geometry and for any support conditions.

Price – £10
The Structural Engineer
<h4>Discussion The Influence of Reinforcement Detailing on the Strength of Concrete Structures by G. Som</h4>

Discussion The Influence of Reinforcement Detailing on the Strength of Concrete Structures by G. Som

Mr. R. E. Landau (F): The researches referred to in this valuable paper are relevant to the design of retaining walls and bridge abutments, which have 'flexural corners' at the junction of stem and base. Three cases may be considered.

Price – £10
The Structural Engineer
<h4>Discussion Structural Aspects of Submerged Tube Tunnel Construction by G.M.J. Williams and K.W. Inne</h4>

Discussion Structural Aspects of Submerged Tube Tunnel Construction by G.M.J. Williams and K.W. Inne

Mr. Williams in introducing his paper quoted from an unpublished illustrated report on the first submerged tube tunnel under the River Thames at Rotherhithe which it was proposed to build in 1811 but was later abandoned because of differences among its promoters.

Price – £10