Design Tables for Reinforced Laterally Loaded Masonry Panels
Richard Cheng
Gebundenes Buch

Design Tables for Reinforced Laterally Loaded Masonry Panels

To Bs 5628 Parts 1 and 2

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Masonry walls are not isotropic, they have less strength in bending in the vertical direction than in the horizontal.The design of 2-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.