Tests of Reinforced Concrete Buildings Under Load
Tests of Reinforced Concrete Buildings Under Load
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Or 10 in. Long. The position of these points is TALBOT-SLATER TESTS OF REINFORCED CONCRETE BUILDINGS 49 shown in Fig. 29 and 30. For the work of measuring deflections, steel bajls were affixed to the under side of beams and girders at various places and other balls were placed about 7 in. Lower on supports which had been FIG. 29. PLAN SHOWING LOCATION OF GAUGE LINES ON UPPER SIDE OF FLOOR.
built up independently of the observing platforms. A number of these points of deflection were used to det...ermine the inflection points of the beams.
For any observation several instrument readings, usually five, were taken on each gauge line and these were averaged. Measurements were FIG. 30. PLAN SHOWING LOCATION OF GAUGE LINES ON UNDER SIDE OF FLOOR.
made on the standard bar before and after each series of observations to permit corrections for instrumental changes.
23. Method of Loading. The floor was designed for a live load of 200 Ib. Per sq. Ft. And the test load was made 400 Ib. Per sq. Ft. Over the panels loaded.
What to read after Tests of Reinforced Concrete Buildings Under Load?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Or 10 in. Long. The position of these points is TALBOT-SLATER TESTS OF REINFORCED CONCRETE BUILDINGS 49 shown in Fig. 29 and 30. For the work of measuring deflections, steel bajls were affixed to the under side of beams and girders at various places and other balls were placed about 7 in. Lower on supports which had been FIG. 29. PLAN SHOWING LOCATION OF GAUGE LINES ON UPPER SIDE OF FLOOR.
built up independently of the observing platforms. A number of these points of deflection were used to det...ermine the inflection points of the beams.
For any observation several instrument readings, usually five, were taken on each gauge line and these were averaged. Measurements were FIG. 30. PLAN SHOWING LOCATION OF GAUGE LINES ON UNDER SIDE OF FLOOR.
made on the standard bar before and after each series of observations to permit corrections for instrumental changes.
23. Method of Loading. The floor was designed for a live load of 200 Ib. Per sq. Ft. And the test load was made 400 Ib. Per sq. Ft. Over the panels loaded.
What to read after Tests of Reinforced Concrete Buildings Under Load?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
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