Tests of Reinforced Concrete Beams Resistance to Web Stresses Series of 1907 a
Tests of Reinforced Concrete Beams Resistance to Web Stresses Series of 1907 a
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7 do.
0. 98 12 [Continued on patfe 36.
TALBOT TESTS OF REINFORCED CONCRETE BEAMS 35 TABLE 9. TESTS OF BEAMS WITHOUT WEB KEINFORCEMENT.
Series of 1907. All beams failed by diagonal tension unless otherwise noted.
Beam No.
Age days Load at First Diagonal Crack pounds Maximum Applied Load pounds Stress in Longi'nal Reinforce- ment Ib. Per sq. In.
Vertical Shearing Stress Ib. Per sq. In.
Bond Stress Ib. Per sq. In.
Control Beam Modulus of Rupture Ib. Per sq. In.
Age days 218. 5 14 12 000 13 000 24 ...500 103 139 248 14 218. 6 14 12 000 14 900 27 900 114 148- 248 14 211. 3 61 18 000 19 100 34 300 144 194 354 61 211. 1 63 18 000 29 000 31 800 222 251 331 61 211. 2 67 15 000 18 300 20 200 142 160 310 57 216. 1 7 9 000 18 000 71 95 223 fiO 216. 2 7 6 000 6 000 12 300 54 73 %wM 135 Ott 10 216. 5 9 10 000 10 000 19 900 86 116 202 10 216. 6 8 8 900 8 900 17 800 76 103 137 10 217. 5 2 14 11 000 11 600 22 300 94 127 202 10 217. 6 14 12 000 12 000 23 100 97 131 138 10 217. 5i 25 12 000 14 600 27 200 114 154 147 23 212.
What to read after Tests of Reinforced Concrete Beams Resistance to Web Stresses Series of 1907 a?
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To quickly assess the difficulty of the text, read a short excerpt:
7 do.
0. 98 12 [Continued on patfe 36.
TALBOT TESTS OF REINFORCED CONCRETE BEAMS 35 TABLE 9. TESTS OF BEAMS WITHOUT WEB KEINFORCEMENT.
Series of 1907. All beams failed by diagonal tension unless otherwise noted.
Beam No.
Age days Load at First Diagonal Crack pounds Maximum Applied Load pounds Stress in Longi'nal Reinforce- ment Ib. Per sq. In.
Vertical Shearing Stress Ib. Per sq. In.
Bond Stress Ib. Per sq. In.
Control Beam Modulus of Rupture Ib. Per sq. In.
Age days 218. 5 14 12 000 13 000 24 ...500 103 139 248 14 218. 6 14 12 000 14 900 27 900 114 148- 248 14 211. 3 61 18 000 19 100 34 300 144 194 354 61 211. 1 63 18 000 29 000 31 800 222 251 331 61 211. 2 67 15 000 18 300 20 200 142 160 310 57 216. 1 7 9 000 18 000 71 95 223 fiO 216. 2 7 6 000 6 000 12 300 54 73 %wM 135 Ott 10 216. 5 9 10 000 10 000 19 900 86 116 202 10 216. 6 8 8 900 8 900 17 800 76 103 137 10 217. 5 2 14 11 000 11 600 22 300 94 127 202 10 217. 6 14 12 000 12 000 23 100 97 131 138 10 217. 5i 25 12 000 14 600 27 200 114 154 147 23 212.
What to read after Tests of Reinforced Concrete Beams Resistance to Web Stresses Series of 1907 a?
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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