Composite Action of Beams and Slabs under Transverse Loading. (IV) The Rectangular Slab with Four Ed

Author: Allen, D N de G;Severn, R T

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Composite Action of Beams and Slabs under Transverse Loading. (IV) The Rectangular Slab with Four Ed

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Author
Allen, D N de G;Severn, R T
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Allen, D N de G;Severn, R T

Citation

The Structural Engineer, Volume 42, Issue 12, 1964

Date published

N/A

Author

Allen, D N de G;Severn, R T

Citation

The Structural Engineer, Volume 42, Issue 12, 1964

Price

Standard: £10 + VAT
Members/Subscribers: Free

The problem considered in this paper is that of a rectangular slab of uniform thickness strengthened by four edge-beams; it is loaded transversely and supported at its corners on rigid stanchions. Symmetry of geometry and of loading is taken to exist about both the axes x = 0 and y = 0 (Fig 1).

D.N. de G. Allen and R.T. Severn

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Format:
PDF
Publisher:
The Institution of Structural Engineers

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Issue 12

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