Tests of Cast Iron And Reinforced Concrete Culvert Pipe
Tests of Cast Iron And Reinforced Concrete Culvert Pipe
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To quickly assess the difficulty of the text, read a short excerpt:
92 44 000 tinued.
985 & 2 000 12 250 6 630 0. 54 40 000 Pipes from Jack- 986 son, Michigan.
* Assume f = 245.
for this stage of the test the deflections for all the reinforced concrete rings (see Fig. 25), fall between the lines for No. 903 and 906, the two plain concrete rings. It is evident that the action of the ring in the later part of the test is much the same as that of the plain concrete rings in that equilibrium is maintained by the lateral restraint of the sand and that the integrity ...of the structure is based upon the develop- ment and the maintenance of this lateral pressure. The following are notes of the tests.
No. 921. A fine crack appeared at the bottom at 3500 Ib. Per lin. Ft. At a deflection of 0. 14 in. , two more at 4500, and one at top at 5000 Ib. Per lin. Ft. The concrete began breaking off at the bottom at 5500 Ib. And at the top at 7000 Ib. Per lin. Ft. , The rods broke through and the concrete stripped off at 9000 Ib. Per lin. Ft. Circumferential cracks appeared at a load of 13 000 Ib.
What to read after Tests of Cast Iron And Reinforced Concrete Culvert Pipe?
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:
92 44 000 tinued.
985 & 2 000 12 250 6 630 0. 54 40 000 Pipes from Jack- 986 son, Michigan.
* Assume f = 245.
for this stage of the test the deflections for all the reinforced concrete rings (see Fig. 25), fall between the lines for No. 903 and 906, the two plain concrete rings. It is evident that the action of the ring in the later part of the test is much the same as that of the plain concrete rings in that equilibrium is maintained by the lateral restraint of the sand and that the integrity ...of the structure is based upon the develop- ment and the maintenance of this lateral pressure. The following are notes of the tests.
No. 921. A fine crack appeared at the bottom at 3500 Ib. Per lin. Ft. At a deflection of 0. 14 in. , two more at 4500, and one at top at 5000 Ib. Per lin. Ft. The concrete began breaking off at the bottom at 5500 Ib. And at the top at 7000 Ib. Per lin. Ft. , The rods broke through and the concrete stripped off at 9000 Ib. Per lin. Ft. Circumferential cracks appeared at a load of 13 000 Ib.
What to read after Tests of Cast Iron And Reinforced Concrete Culvert Pipe?
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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