Reinforced Concrete Wall Footings And Column Footings
Reinforced Concrete Wall Footings And Column Footings
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At a load of 47 400 Ib. The cracks had not opened very much. Critical load 47 500 Ib. Measured steel stress 40 000 Ib. At a load of 56 300 Ib. The cracks opened rapidly. Tension failure.
No. 1756. Keinforcement same as in No. 1754. Critical load was 60 000 Ib. Tension failure.
No. 1757. Reinforcement four %-in. Round rods curved up at ends to within 2 in. Of top and back 10 in. First crack appeared at a load of 42 000 Ib. At center of footing. At a load of 50 000 Ib. A crack appeared 1% in. To ...the left of the wall. At a load of 75 300 Ib. A crack was noted 4 in. To right of wall. Critical load 92 000 Ib. At 105 000 Ib. The cracks opened appreciably and load was taken more slowly. Springs at the center closed at a load of 112 900 Ib. Tension failure.
No. 1758. (See Fig. 17. ) Keinforcement same as in 1757. First crack appeared at a load of 32 500 Ib. Under- the right face of wall. As the load increased several cracks appeared under the wall and at a load of 82 200 Ib. The cracks had not opened much.
What to read after Reinforced Concrete Wall Footings And Column Footings?
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:
At a load of 47 400 Ib. The cracks had not opened very much. Critical load 47 500 Ib. Measured steel stress 40 000 Ib. At a load of 56 300 Ib. The cracks opened rapidly. Tension failure.
No. 1756. Keinforcement same as in No. 1754. Critical load was 60 000 Ib. Tension failure.
No. 1757. Reinforcement four %-in. Round rods curved up at ends to within 2 in. Of top and back 10 in. First crack appeared at a load of 42 000 Ib. At center of footing. At a load of 50 000 Ib. A crack appeared 1% in. To ...the left of the wall. At a load of 75 300 Ib. A crack was noted 4 in. To right of wall. Critical load 92 000 Ib. At 105 000 Ib. The cracks opened appreciably and load was taken more slowly. Springs at the center closed at a load of 112 900 Ib. Tension failure.
No. 1758. (See Fig. 17. ) Keinforcement same as in 1757. First crack appeared at a load of 32 500 Ib. Under- the right face of wall. As the load increased several cracks appeared under the wall and at a load of 82 200 Ib. The cracks had not opened much.
What to read after Reinforced Concrete Wall Footings And Column Footings?
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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