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T11. Wall subjected to bending and shear

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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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slide1

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

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Design of masonry subjected to bending and shear

1. Geometry, model, loads

Loads:

page 2.

T11. Walls subjected to bending and shear

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distances of braced walls from the shear center

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page 3.

T11. Walls subjected to bending and shear

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page 4.

T11. Walls subjected to bending and shear

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(previous practical)

(Porotherm catalogue)

(previous class, Porotherm 30 + M3 masonry mortar)

page 5.

T11. Walls subjected to bending and shear

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page 6.

T11. Walls subjected to bending and shear

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page 7.

T11. Walls subjected to bending and shear