Experimental Tests on Brick Beams Under In-plane Bending Conditions
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Experimental Tests on Brick Beams Under In-plane Bending Conditions

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The Structural Engineer
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The Structural Engineer, Volume 58, Issue 15, 1980

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The Structural Engineer, Volume 58, Issue 15, 1980

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Standard: £10 + VAT
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In the problem of settlement of bearing-wall structures, the strength of the wall is a main factor in defining a limit to the allowable settlement. Walls with openings are more susceptible to settlement problems. In these walls, cracks will start to develop in the ‘beams’ (between openings). Hence, the strength of a settling wall is a function of the flexural strength of its beams against in-plane bending.

S.A. Abu-El-Magd and I.A. MacLeod

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The Institution of Structural Engineers

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Issue 15

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