This section is from the book "A Treatise On Architecture And Building Construction Vol2: Masonry. Carpentry. Joinery", by The Colliery Engineer Co. Also available from Amazon: A Treatise On Architecture And Building Construction.
280. As a usual thing, the brickwork in walls is of ample strength to carry the loads imposed. The principal loads come on the piers, arches, and under bearing plates. Of course, the strength varies, owing to different conditions that may exist: the strength of the bricks taken separately, the materials and quality of the mortar used in laying the brickwork, the workmanship and bond, as well as the age of the brickwork. The following table gives the safe strength of brickwork based on the quality of the brick in various sections of the country:
Materials. | Strength. | |
Pounds per Sq. In. | Tons per Sq. Ft. | |
Eastern Brick. | ||
Hard burned brick, laid in good lime mortar.......... | 100-140 | 7-10 |
Same, laid in 1 to 2 Rosendale cement mortar............ | 150-165 | 10 3/4-11 3/4 |
Same, laid in 1 to 3 Rosendale cement and lime mortar.. .. | 195 | 14 |
Same, laid in 1 to 2 Portland cement mortar............ | 210 | 15 |
Western Brick. | ||
Hard burned brick, laid in 1 to 2 Louisville mortar...... | 145 | 10 1/2 |
Same, laid in 1 to 2 Portland cement mortar............ | 175 | 12 1/2 |
The strength and efficiency of all brick-bearing piers depend largely upon the thoroughness with which they are bonded, and the architect or superintendent should carefully watch the building of them.
 
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