Structural properties of "Dun-Ti-Stone" wall construction sponsored by the W.E. Dunn Manufacturing Company
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0.6 deflection 11 courses actual width applied to inside backing slab BE-Rl bed joint BMS2 BUILDING MATERIALS Bureau of Standards compressive load compressive strength concentrated load concrete units Constructions for Walls courses of units crete cubic foot deflections and sets deformation dry hydrate Dun-Ti-Stone Elsmere error of measure Fabrication Data facing slab failed by rupture foot of actual gage length given in table head joints hydrated lime inside face kips per foot load applied load is shown load on wall Load Wall specimen load was applied load-set solid circles loads were applied loose damp sand Masonry Construction Section MATERIALS AND STRUCTURES metal lath mortar National Bureau Potomac River Properties of Low-Cost Racking Load results for specimens shown in figure shown in table span 7 ft specimens failed Structural Properties Superintendent of Documents top course transverse load upper end W. E. Dunn Manufacturing Wall specimen BE-C1 weight width of specimen wTas