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Steel pedestals for heavy columns

Bartlett, V.F. / Danks, J.Y.

Column loadings in Battersea power plant extension demanded pedestals to disperse load in direct manner; form of pedestal consists of top bearing plate connected by means of core of H section with radiating ribs to base plate ensuring pressure not exceeding 620 lb per sq in.; pressure was specified for reinforced concrete of proportion of 4 cu ft of 3/4 in. crushed single to 2 cu ft of sand and 1 cwt of cement.

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Steel pedestals for heavy columns

Bartlett, V.F. / Danks, J.Y.

Column loadings in Battersea power plant extension demanded pedestals to disperse load in direct manner; form of pedestal consists of top bearing plate connected by means of core of H section with radiating ribs to base plate ensuring pressure not exceeding 620 lb per sq in.; pressure was specified for reinforced concrete of proportion of 4 cu ft of 3/4 in. crushed single to 2 cu ft of sand and 1 cwt of cement.

Steel pedestals for heavy columns

Bartlett, V.F. / Danks, J.Y.

Column loadings in Battersea power plant extension demanded pedestals to disperse load in direct manner; form of pedestal consists of top bearing plate connected by means of core of H section with radiating ribs to base plate ensuring pressure not exceeding 620 lb per sq in.; pressure was specified for reinforced concrete of proportion of 4 cu ft of 3/4 in. crushed single to 2 cu ft of sand and 1 cwt of cement.

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Title:

Steel pedestals for heavy columns

Additional title:

Instn Civ Engrs -- J

Contributors:

Bartlett, V.F. (author) / Danks, J.Y. (author)

Published in:

Institution of Civil Engineers of London -- Journal ; 17

Publication date:

1941

Size:

8 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Columns, concrete

© Metadata Copyright Elsevier B. V. All rights reserved.

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