The Design of Slender Masonry Walls and Columns of Geometric Cross-Section to Carry Vertical Load
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The Design of Slender Masonry Walls and Columns of Geometric Cross-Section to Carry Vertical Load

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The Structural Engineer
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The Structural Engineer, Volume 65, Issue 12, 1987

Date published

N/A

Citation

The Structural Engineer, Volume 65, Issue 12, 1987

Price

Standard: £10 + VAT
Members/Subscribers: Free

The paper sets out a design method for short and slender masonry walls and columns of geometric cross-section which are subjected to vertical loads. A variety of cross-section shapes is considered, including such standard cases as diaphragm walls and walls with piers.

M.E. Phipps

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PDF
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The Institution of Structural Engineers

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Issue 12

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