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Masonry Design
2
MASONRY WALLSCONSTRUCTION TYPE
• Single Wythe
• Cavity
• Prefabricated
• Barrier
• Masonry Veneer
• Masonry Bonded Hollow Wall
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MASONRY WALLSSTRUCTURAL FUNCTION
• Veneer
• Nonloadbearing
• Loadbearing
• Shear
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TYPES OF LOADING
External Loads
• Gravity
• Wind
• Earthquake
• Earth pressure
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ACCUMULATION OF AXIAL LOAD WITH HEIGHT BEARING – WALL
BUILDING
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ACCUMULATION OF AXIAL LOAD WITH HEIGHT BEARING – WALL
BUILDING
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AXIAL STRESSES IN BEARING WALL WITH UNIFORMLY DISTRIBUTED
AXIAL LOAD
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AXIAL STRESSES IN BEARING WALL WITH CONCENTRATED AXIAL LOAD
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ARCHING ACTION BETWEEN MULTIPLE OPENINGS
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FREE-BODY DIAGRAM OF A LINTEL ACTING AS A BEAM
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FREE-BODY DIAGRAM OF A LINTEL ACTING AS AN ARCH
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SHEAR WALL LOAD FROM ROOF OR FLOOR DIAPHRAGM
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ACTION OF HORIZONTAL AND VERTICAL STRIPS ASSUMED FOR
DESIGN
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SPAN-TO-WIDTH RATIOS FOR FLOOR DIAPHRAGMS
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STRUCTURAL ACTIONS ON SHEAR WALLS
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Bar Size Designation
Diameter (inches)
Weightlb/ft
Nominal Perimeter
Nominal Cross Section Area
(in2)Bar Size
DesignationFraction Decimal
#3 3/8 0.375 0.376 1.178 0.11 #3
#4 1/2 0.500 0.668 1.571 0.20 #4
#5 5/8 0.625 1.043 1.963 0.31 #5
#6 3/4 0.750 1.502 2.356 0.44 #6
#7 7/8 0.875 2.044 2.749 0.60 #7
#8 1 1.000 2.670 3.142 0.79 #8
#9 1 1/8 1.128 3.400 3.544 1.00 #9
#10 1 1/4 1.270 4.303 3.990 1.27 #10
#11 1 3/8 1.410 5.313 4.430 1.56 #11
#14 1 3/4 1.693 7.650 5.320 2.25 #14
#18 2 1/4 2.257 13.600 7.090 4.00 #18
ASTM Standard Reinforcing Bars
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Required Lap Length of Bars in Inches*
Bar Size
Diameter (d, in.)
2005 MSJC Allowable
Stress Design
2005 MSJC
Strength
MBC 2006 Allowable
Stress Design (48d, in.)**
MBC 2006 Strength Design
8" CMU
12" CMU 8" CMU
8" CMU
12" CMU
#3 3/8 15.1 15.1 15.1 18 15.1 15.1
#4 4/8 20.1 20.1 20.1 24 20.1 20.1
#5 5/8 25.2 25.2 25.2 30 25.2 25.2
#6 6/8 42.8 39.3 42.8 36 39.3 39.3
#7 7/8 59.4 45.8 59.4 42 45.8 45.8
#8 8/8 91.2 60.4 91.2 48 60.4 60.4
* Assume bar placed in center, Grade 60 steel, 48" o.c. spacing, and f'm=1500psi** Where design tensile stresses are > 80% of Fs, lap length shall be increased not < 50% of the minimum required length.