Coefficient of Thermal Expansion and their Importance.pptx
Masonry structures behavior and design
1. Masonry structures
Behavior and design
Ain Shams University
Faculty of Engineering
4th year Structural Engineering Department
Concrete Structures & Design Graduation Project
2. Outlines
• Introduction & Historical background
• Advantage of masonry structures
• Most important properties of masonry materials
• Material Used on masonry structures
• Contemporary masonry structures
• Design of reinforced masonry beams
• Design loads
• Shear walls
• Failure of walls
• Out-of-plane loads
• Flexural behavior of loads
• Two way flexure
• Partially reinforced walls
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STRUCTURESGRADUATION
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3. Introduction&Historical background
• Building Problems throughout history
• Idea of ancient masonry
• Most of Ancient masonry where loadbearing
• The most important and famous example throughout history
is the pyramids
3
4. Introduction & Historical
background
• Vaults and domes development and the great ingenuity to
create pleasant buildings
• Development in gothic civilization
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5. Advantage of masonry structures
•More economic
•Thermal and sound isolation
•Fire resistance
•Aesthetic value
•Durable qualities
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6. Most important properties of
masonry materials
• Compressive strength
• Modulus of elasticity
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Provides
complete info’s
on
characteristics
Useful in
design,
Researches
7. Most important properties of
masonry materials
• Tensile strength: obtained from modulus of rupture test
• Initial rate of absorption (IRA):
• KG/min / m2
•
• Durability: can be estimated using historic reports
• Efflorescence
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8. Most common units
• Clay/shale units :
Concrete units :
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9. Most common units
• Calcium silicate units :
stones :
Glass walls
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10. Other used materials
• Mortar:
• Grout :
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12. Contemporary masonry
• Reasons of masonry development
• Contemporary masonry elements
• Masonry building systems
• Types of masonry construction
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walls columns Beams
Single
storey
Multi
storey
hybrid
Unreinforced Reinforced Prestressed
13. Masonry Beams
• Reinforced masonry beams and lintels are horizontal
members used to span the openings in masonry walls.
• Bond beams are mostly located at floor and roof levels
where their main function is:
1-To distribute vertical loads
2-To tie the elements of the building together
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15. Design of beams
• T = As . Fy , C = ϒ1 Fm . β1 c b , ϒ1= β1 = 0.85
• For equilibrium with C = T , Therefor: 𝐜 =
𝐀𝐬 𝐅𝐲
𝛄𝟏 𝐅𝐦 .𝛃𝟏 𝐛
Thus, the theoretical ultimate moment capacity can be calculated
as:
𝐌𝐧 = 𝐓 𝐝 −
𝛃𝟏 𝐜
𝟐
= 𝐀𝐬 𝐅𝐲 𝐝 −
𝐀𝐬 𝐅𝐲
𝟐𝛄𝟏 . 𝐅𝐦 . 𝐛
• Applying factor of safety in the form of capacity reduction factor
for flexure, so:
𝐌𝐮 ≤ 𝟎. 𝟖 𝐌𝐧
• Reinforcement(steel) ratio ρ = As/bd must be limited to avoid the
brittle failure and ensure some ductility.
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