土木毕设计算书 - 图文

山东建筑大学毕业设计说明书

表3.4风载下结构的相关系数和内力

P=5.26V=5.26K=2.75α=0.58V=2.68P=13.58V=18.84K=1.70α=0.46V=4.09P=12.16V=31K=1.70α=0.46V=6.73K=1.81α=0.48V=5.33K=1.81α=0.48V=8.77K=1.81α=0.48V=12.21K=2.20α=1.35V=15.98P=12.16V=43.16P=12.86V=56.02K=1.70α=0.46V=9.37K=2.04α=1.27V=12.03

y0=0.4375 y3=0.0105 M上=6.21 M下=5.04 y0=0.435 M上=9.01 M下=6.94 y0=0.485 M上=13.52 M下=12.73 y0=0.50 M上=18.27 M下=18.27 y0=0.55 y3=-0.0105 M上=28.81 M下=33.75 30

y0=0.4405 M上=11.63 M下=9.16 y0=0.4905 M上=17.43 M下=16.78 y0=0.50 M上=23.81 M下=23.81 y0=0.55 y3=-0.0057 M上=37.87 M下=45.23 山东建筑大学毕业设计说明书

3.7.4 内力图

83.9783.9783.97335.4424.3524.3622.1310.6711.6483.9722.1311.4610.67203.0531.2615.6415.64410.6431.2615.6415.64310.6430.0513.6716.38311.1210.910.5313.4513.4510.91203.0535.6314.79127.7841.808.746.0535.6314.7914.79127.7842.0641.8016.538.740.5316.5314.796.0517.658.818.8117.658.818.810.5316.5316.538.713.9312.8931.558.4710.19131.337.7914.636.6619.5513.83.343.844.480.55

恒 荷 载 作 用 下 的 弯 矩 图 31

山东建筑大学毕业设计说明书

389.18389.18651.13262.16262.16615.13930.75597.13679.78870.111246.37932.11097.41125.11542.491267.071515.021380.09恒荷载作用下的轴力图

73.8473.8422.5337.647.4137.986.9557.347.6928.86.505.388.0257.346.598.2157.156.498.233.273.3925.619.2558.9428.185.386.416.0126.078.487.5828.84.5226.077.417.247.4637.6437.9822.532.491.39

恒荷载作用下的剪力图

32

山东建筑大学毕业设计说明书

1.961.967.176.676.663.453.212.149.6215.087.547.5418.9718.8615.087.547.5418.9714.627.9719.343.798.086.727.643.577.6418.587.6418.863.577.644.546.652.772.58

活载作用下的弯矩图（kN·m）

33