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Y 1 <br /> Axial and Bending Capacity Interaction _ Pages11-29and11-30in61DG2016igeborrow.edfrom <br /> Table-Partially Grouted Int ma <br /> page I1-29or1.11OG 2016. <br /> Lever Lever Total <br /> Depth Masonry Masonry Masonry Masonry Masonry Masonry Masonry Lever <br /> Depth Arm Arm Masonry <br /> Factor stress Stress Stress Stress Compression Compression Compression Arm Steel Stress/,((oi) Tension T Ob/1 <br /> A kd 0.) A(wi) At(p+l) At(PEA) A s(roD Cn...101,A) C-2 0100 C.,-,a Own) zl =2(in) sa Compression <br /> - Oa) lin) C.Ob/ttI - - - - - <br /> Pure 0 787 0 0 0 0 0 0 0 0 0 0 0 <br /> Comp <br /> 2.9 11.1 787 698 333 244 11 100 5290 4330 3.2 0.302 -3.16 2080 0 <br /> 2.8 10.7 787 695 317 225 11100 5190 4070 3.2 0.319 -3.15 20400 0 <br /> 2.7 10.3 787 692 300 204 11 100 5080 3780 3.2 0.338 -3.15 20 000 0 <br /> 2.6 9.91 787 688 281 182 11 100 4970 3470 3.2 0.359 -3.14 19 500 0 <br /> 2.5 9.53 787 684 261 157 11 000 4840 3140 3.2 0.383 -3.14 19 000 0 <br /> 2.4 9.15 787 680 :239 131 11 000 4710 2780 3.2 0.41 -3.13 18 500 0 <br /> 2.3 8.77 787 675 215 103 11 000 4560 2380 3.2 0.442 -3.11 17 900 0 <br /> 2.2 8.39 787 670 189 71.6 10 900 4400 1950 3.2 0.478 -3.09 17 300 0 <br /> 2.1 8.01 787 665 160 37.5 10 900 4230 1480 3.21 0.522 -3.06 16 600 0 <br /> 2 7.62 787 658 129 0 10 800 4040 968 3.21 0.574 -2.98 15 800 0 <br /> 1.9 7.24 787 652 94.4 0 10 800 3820 492 3.21 0.638 -2.85 15100 0 <br /> 1.8 6.86 787 644 55.9 0 10 700 3590 164 3.21 0.718 -2.72 14 500 0 <br /> 1.7 6.48 787 636 12.9 0 10700 3320 8.23 3.21 0.82 -2.6 14000 0 <br /> 1.6 6.1 787 626 0 0 10 600 3040 0 3.21 0.946 0 13 600 0 <br /> 1.5 5.72 787 615 0 0 10 500 2750 0 3.21 1.07 0 13 300 0 <br /> 1.4 5.34 787 603 0 0 10 400 2470 0 3.22 1.2 0 12 900 0 <br /> 1.3 4.96 787 589 0 0 10 300 2180 0 3.22 1.33 0 12 500 0 <br /> 1.2 4.57 787 572 0 0 10 200 1900 0 3.22 1.45 0 12100 0 <br /> 1.1 4.19 787 553 0 0 10100 1630 0 3.22 1.58 0 11700 0 <br /> 1 3.81 787 529 0 0 9880 1360 0 3.23 1.71 0 11200 0.0000000000249 0.0000000000, <br /> 0.9 3.43 787 501 0 0 9660 1090 0 3.23 1.84 0 10800 1610 <br /> 0.8 3.05 787 465 0 0 9390 837 0 3.24 1.96 0 10 200 3630 <br /> 0.7 2.67 787 419 0 0 9050 594 0 3.25 2.09 - 0 9640 6210 <br /> 0.6 2.29 787 357 0 0 8590 371 - -0 3.27 2.22 0 8960 - -_- 9670 ---- --- <br /> 0.5 1.91 787 271 0 0 7940 178 0 3.29 2.34 0 8120 14 500 <br /> 0.4 1.52 724 131 0 0 6410 35.9 0 3.33 2.47 0 6450 - - 2000q,.1 <br /> 0.3 1.14 466 0 0 0 3190 0 0 3.43 0 0 3190 0 UQd ('tp <br /> 0.2 0.762 272 0 0 0 1240 0 0 3.56 0 0 1240 � 00 <br /> 0.1 0.381 121 0 - ---0 0 276 0 0 3.69 0 0 276 - - 2 000 <br /> 0.01 0.0381 11 0 0 0 2.51 0 0 3.8 0 0 2.51 6000 v <br /> -- -- - - -I Comments <br /> Greenfield Rev 3 Page 15 of 52 <br />