The Architect's Portable Handbook: First-Step Rules of Thumb for Building Design, Third Edition

NOTES
General: Masonry consists of:
Brick
Fired
Unfired ("adobe")
Concrete block (concrete masonry units or CMU)
Stone
Glass block
Structural Characteristics
Strength
AVERAGE PHYSICAL PROPERTIES
| MATERIAL | ELASTIC (PSI) | ULTIMATE STRENGTH (PSI) | ALLOWABLE WORKING UNIT STRESS (PSI) | MODULE ELAST. (PSI) | WEIGHT (LB./C.F.) | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| TENSION | COMPRESS | TENSION | COMPRESS | SHEAR | TENSION | COMPRESS | SHEAR | EXTR. FIBER BEND. | |||
| ADOBE | 300 500 | 30 | 8 | 110 | |||||||
| BRICK | 2800 | 800 | 100 250 | 50 | 2500 M | 120 | |||||
| C.M.U. | 1500 | 500 | 300 | 38 | 1900 H | 145 | |||||
| STONE | 2500 | 200 400 | 8 | 145 |
Load centers on masonry must lie within the center ? of its width.
Reinforcing: Like concrete, masonry is strong in compression, but weak in tension. Therefore, steel reinforcement must usually be added to walls to simulate columns and beams.
Like columns: Vertical bars @ 2 ? to 4 ? oc.
Like beams: "Bond Beams" @ 4 ? to 8 ? oc.
Also, added horizontal wire reinforcement (ladder or truss type) @ 16 ? oc. vertically, to help resist lateral forces and cracking.
Bonds
Structural (method of laying units together):
Overlapping units.
Metal ties (should be galvanized with zinc coating of 2 oz/SF, or stainless steel). Wire ties usually @ every 3 SF, or
Metal...