The deflection LY294002 Biological Activity incremental issue s . Py,exp. y,exp. y,exp.
The deflection incremental aspect s . Py,exp. y,exp. y,exp. d/l Py,ACI y,ACI y,pro. (kN) (mm) (mm) (mm) Table 3 shows the details of your collected data and also the Methyl jasmonate manufacturer Comparison final results between the 140 260 four.0 0.106 106.four 0.98 1.25 0.94 experimental and analytical final results. The collected 7.9 specimens have been basically supported 140 260 4.0 0.106 113.1 ten.four 1.04 1.66 1.25 beams subjected to four-point load and failed in flexure ahead of the shear reinforcement 140 260 four.0 0.106 143.eight 10.six 0.97 1.49 1.12 140 4.0 0.106 146.1 11.2 0.98 1.59 1.20 yielded. The 260 beams had a concrete compressive strength of 20.38.0 MPa, a beam width of 14000 mm, a beam height 0.149 of 25000 mm, a shear span-to-depth ratio of two.three.1, a 200 300 two.3 111.0 4.7 1.25 1.42 0.94 300 2.3 0.147 185.0 5.0 1.31 d /200 of 0.066.156, a yield strength of the tension steel bar of1.33 l 379.743.four MPa, a 0.88 tension 200 300 2.five 0.139 340.0 five.7 1.ten 1.17 0.80 reinforcement ratio of 0.004 to 0.03 (=0.15.78 b ), and b will be the balanced reinforcement 200 300 2.3 0.149 189.0 5.0 1.44 1.34 0.90 200 300 two.three 0.147 308.0 five.7 1.50 1.39 0.93 ratio of a singly reinforced section.200 300 two.4 0.142 495.0 6.1 1.07 1.17 0.13A211 42.eight 250 400 440.5 15.5 0.94 1.20 Table three. Comparison of Observed and Predicted three.4 Outcomes of0.105 Flexure-Critical RC Beams Reported in the Literature. 0.Ref.SpecimensBG0 BG30 4B4-0.five(0) BG50 4B4-0.5(ten) BG70 AN24-0.three 4B4-0.7(5) AN24-0.1164B4-0.7(10)13R1 R2 B6-2.5a R3 B6-2.5b B6-2.5cR4 B6-3.0a R5 B6-3.0b B6-3.0cR6 B6-4.0a A211 B6-4.0b 1 B6-4.0c B3-2.5a 2 B3-2.5b BG0 B3-2.5c BG30 ANBG50 BFO1 BG70 BFO2 AN24-0.F-AN BFO3 BFOb 300 h (mm) 350 (mm) 46.7 (MPa) 200 58.0 41.0 200 140 350 260 53.1 200 350 41.0 200 140 350 260 45.2 41.0 140 260 32.4 200 300 41.0 200 140 300 260 32.four 38.2 200 200 350 300 31.7 37.5 200 300 26.8 200 400 26.eight 37.three 200 200 400 300 26.eight 37.0 200 200 400 300 26.8 39.1 200 200 400 300 26.eight 200 400 26.eight 40.7 200 200 400 300 26.eight 42.eight 200 250 400 400 26.8 33.1 200 150 400 300 26.8 200 400 26.eight 52.five 200 150 400 300 26.eight 46.7 200 200 400 350 26.8 58.0 200 200 400 350 20.3 53.1 300 200 300 350 50.0 45.two 200 200 350 350 50.0 32.four 200 200 35041.7 41.7 200 200 35033.1 52.fc’1503.8 four.a/d0.094 0.d/l100.three Py 170.3 ,exp .15.four 17.6y,exp .1.04 Py 0.99,exp .4.0 four.0 four.0 four.0 four.0 4.0 4.0 4.0 4.0 4.0 2.five two.five two.5 3.0 3.0 three.0 four.0 four.0 four.0 two.five two.five 2.five 3.2 four.1 four.1 4.1 four.4.0 two.3 2.three 2.five two.three two.3 two.four 3.four 3.eight four.1 four.0 four.0 4.0 four.0 four.0.103 0.103 0.106 0.103 0.106 0.103 0.101 0.106 0.0.(kN) 222.3 222.2 106.four 216.eight 113.1 241.112.3 146.1 168.143.(mm) 13.1 12.8 7.9 12.5 ten.four 14.12.7 11.two 16.ten.Py 0.98, ACI 0.97 0.98 0.95 1.04 1.1.03 0.98 1.0.y 1.36, ACI 1.36 1.25 1.31 1.66 1.1.48 1.59 1.1.35 y 1.26,exp .1.y, 1.03pro . 1.03 0.94 1.00 1.25 1.1.13 1.20 1.1.07 y ,exp 1.03 .1.0.149 0.147 0.156 0.139 0.156 0.156 0.149 0.135 0.147 0.135 0.142 0.135 0.106 0.105 0.106 0.094 0.106 0.086 0.156 0.156 0.103 0.156 0.103 0.132 0.103 0.102 0.103 0.101 0.0.103 0.102 0.111.0 185.0 451.six 340.0 446.8 467 189.0 382.two 308.0 373.five 495.0 372.3 275.1 440.five 268.7 one hundred.three 274.1 170.three 285.three 299.7 222.three 296.1 222.2 173.three 216.8 183.0 241.5 252.0 112.149.two 190.0 244.four.7 5.0 11.9 five.7 11.five 11.four 5.0 15.two five.7 14.six six.1 14.2 19.8 15.5 20.1 15.four 19.9 17.6 9.9 9.eight 13.1 9.5 12.eight 6.six 12.five 14.five 14.1 14.two 12.12.two 13.5 14.1.25 1.33 1.01 1.10 1.00 1.05 1.44 1.04 1.50 1.00 1.07 1.00 0.99 0.94 0.96 1.04 0.98 0.99 0.94 0.99 0.98 0.97 0.97 1.10 0.95 0.92 1.06 1.00 1.1.01 0.96 0.1.42 1.31 1.56 1.17 1.51 1.49 1.34 1.52 1.39 1.46 1.17 1.42 1.27 1.20 1.
