Contact Pressures under Circular Slabs
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Contact Pressures under Circular Slabs

The Structural Engineer
Contact Pressures under Circular Slabs
Date published

N/A

First published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

An approximate general solution to the problem of contact pressure and displacement under a finite beam resting on soil has already been presentedl. The present article extends the method to axisymmetrically loaded circular slabs. Laing Barden

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PDF
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The Institution of Structural Engineers

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Issue 5

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