The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 461
entral load Eccentric load Poorly laid, central load. . .Poorly laid, eccentric load. .Inferior blocks, central load.1-5 mortar, central load. . . 2 3790 74 4300* 83* I 3470 (55 I 3305 64 I 3IIO 60 I 3050 59 2 3350 65 2,765,000 2,330,0003,200,0002,500,0002,300,0002,690,000 * Estimated. The average… … An 8 X i6-in.-face brick pier witli i6-iii. square baselaid in lime mortar. It was tested at the U. S.Arsenal, Watertown, Mass., and gave an ultimatecompressive resistance of 1233 ^^s. per sq. in. ontlie upper section and 601 lbs. per sq. in. on thelower section. The cracks due to failure are…
Strength of materials · Building materials
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