板弯矩配筋表.doc

板弯矩配筋表(-)（混凝土C20，I级钢筋） 板厚 （mm） h=50 h=60 h=70 h=80 h=90 h=100 h=110 h=120 h=150 h=200 h=250 h=300 h=350 P（%） M AS M AS M AS M AS M AS M AS M AS M AS M AS M AS M AS M AS M AS 0.15 0.276 45 0.497 60 0.776 75 1.118 90 1.521 105 1.987 120 2.515 135 3.105 150 4.851 188 9.509 263 15.719 338 23.481 413 32.795 488 0.16 0.298 48 0.529 64 0.827 80 1.191 96 1.621 112 2.118 128 2.680 144 3.309 160 5.170 200 10.133 280 16.750 360 25.022 440 34.948 520 0.18 0.334 54 0.594 72 0.929 90 1.337 108 1.820 126 2.378 144 3.009 162 3.715 180 5.805 225 11.377 315 18.807 405 28.095 495 39.240 585 0.20 0.371 60 0.659 80 1.030 100 1.483 120 2.019 140 2.637 160 3.337 180 4.120 200 6.437 250 12.617 350 20.857 450 31.156 550 43.516 650 0.22 0.407 66 0.724 88 1.131 110 1.628 132 2.216 154 2.895 176 3.664 198 4.523 220 7.067 275 13.852 385 22.898 495 34.205 605 47.774 715 0.24 0.443 72 0.788 96 1.231 120 1.773 144 2.413 168 3.152 192 3.989 216 4.925 240 7.695 300 15.081 420 24.930 540 37.242 660 52.015 780 0.26 0.479 78 0.852 104 1.331 130 1.917 156 2.609 182 3.408 208 4.313 234 5.324 260 8.320 325 16.306 455 26.955 585 40.266 715 54.523 832 0.28 0.515 84 0.916 112 1.431 140 2.060 168 2.804 196 3.663 224 4.636 252 5.723 280 8.942 350 17.526 190 28.972 630 43.279 770 58.602 896 0.30 0.551 90 0.979 120 1.530 150 2.203 180 2.999 210 3.917 240 4.957 270 6.120 300 9.562 375 18.741 525 30.980 675 44.612 810 62.665 960 0.32 0.586 96 1.042 128 1.629 160 2.345 192 3.192 224 4.169 256 5.277 288 6.515 320 10.179 400 19.951 560 32.981 720 47.492 864 66.711 1024 0.34 0.622 102 1.105 136 1.727 170 2.487 204 3.385 238 4.421 272 5.596 306 6.908 340 10.794 425 21.157 595 34.973 765 50.361 918 70.741 1088 0.36 0.657 108 1.168 144 1.825 180 2.628 216 3.577 252 4.672 288 5.913 324 7.300 360 11.407 450 22.357 630 35.333 792 53.219 972 74.754 1152 0.38 0.692 114 1.230 152 1.923 190 2.769 228 3.768 266 4.922 304 6.229 342 7.691 380 12.016 475 23.552 665 37.222 836 56.064 1026 78.751 1216 0.40 0.727 120 1.