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T11. Wall subjected to bending and shear

T11. Wall subjected to bending and shear. Grouping of masonry Eccentrically loaded masonry (also axially compressed is in this group): characteristic internal forces.: N+M Load-bearing walls of a braced building (previous practical )

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T11. Wall subjected to bending and shear

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  1. T11. Wall subjected to bending and shear • Grouping of masonry • Eccentrically loaded masonry (also axially compressed is in this group): characteristic internal forces.: N+M • Load-bearing walls of a braced building (previous practical) • Masonry subjected to bending and shear : characteristic internal forces: V, M, (N) • Bracing walls (see today) • Masonry subjected to lateral load: characteristic internal forces: My + Mz Transfer horizontal loads to the ground page 1. T11. Walls subjected to bending and shear

  2. Design of masonry subjected to bending and shear 1. Geometry, model, loads Loads: page 2. T11. Walls subjected to bending and shear

  3. distances of braced walls from the shear center . page 3. T11. Walls subjected to bending and shear

  4. page 4. T11. Walls subjected to bending and shear

  5. (previous practical) (Porotherm catalogue) (previous class, Porotherm 30 + M3 masonry mortar) page 5. T11. Walls subjected to bending and shear

  6. page 6. T11. Walls subjected to bending and shear

  7. page 7. T11. Walls subjected to bending and shear

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