Design load tables for laterally loaded masonry panels to BS 5628 parts 1 and 2 : (including bed joint reinforced panels)

Masonry walls are not isotropic; they have less strength in bending in the vertical direction than in the horizontal. The design of two-way spanning masonry panels under lateral loads is complicated. The design tables in this book present a practical approach to the design of rectangular lateral loa...

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Bibliographic Details
Main Author Cheng, Richard
Format Electronic eBook
LanguageEnglish
Published London : Thomas Telford, 1996.
Subjects
Online AccessFull text
ISBN9780727746832
DOI10.1680/dltfllmp.25264
Physical Description1 online resource (47 p.)

Cover

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040 |a StDuBDS  |b eng  |c StDuBDS  |e pn 
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100 1 |a Cheng, Richard. 
245 1 0 |a Design load tables for laterally loaded masonry panels  |h [electronic resource] :  |b to BS 5628 parts 1 and 2 : (including bed joint reinforced panels) /  |c Richard Cheng. 
260 |a London :  |b Thomas Telford,  |c 1996. 
300 |a 1 online resource (47 p.) 
520 8 |a Masonry walls are not isotropic; they have less strength in bending in the vertical direction than in the horizontal. The design of two-way spanning masonry panels under lateral loads is complicated. The design tables in this book present a practical approach to the design of rectangular lateral loaded panels under uniformly distributed loads. 
588 |a Description based on print version record. 
650 0 |a Masonry. 
650 0 |a Concrete panels. 
650 0 |a Wall panels. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
776 0 8 |i Print version :  |z 9780727725264 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://doi.org/10.1680/dltfllmp.25264