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 638
tios of length over depth of beam given in the column headed -j. This column of ratios shows that the beamsa should be considered short. The Rosendale-cement mortar was mixed with one vol- Art. oi.] BRICK-MASONRY BEAMS. 585 ume of cement to two volumes of sand, while the Portland-cement mortar was… … Fig. I. all the results of tests and shows that the beams had verylittle resisting capacity, although possibly 15 to 20 poundsper square inch might be justified as working values in theextreme fibres of the beams built with Portland-cementmortar. The bricks were laid by ordinary masons withsuch…
Strength of materials · Building materials
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