L11=
72.5
AA1L5=
29.93
DD1三铰链补偿器选型计算材料Q235-At020ºCtΔtαα*ΔtBB1L6=17.5
L7=16
52.3361221130.0206609617.5530092540.0518199
A11C11=180-A11-B1A12=180/3.1416*AB11=180-A12-B1
L13=
2502300.000013170.0030291ºCºCΔB(校核）C1CΔL13=ΔL11=C1DA1D
0.1299010.2196129.71039
A1C1A1D1A1B1
33.3701这两项是考虑D1B1
水平直管和水平弯管支架垂直载荷计算Fjgz=1.5Fjb
管道重量载荷kg/m（q=
B与A间距mL1=B与C间距mL2=管道附件1重量kgP1=附件1与A间距ma=附件1与B间距mb=A与D间距mL0=附件2与A间距mc=附件2与B间距md=管道附件2重量kgP2=
Fjb=1/2q(L1+L2)+9.81*Kfb*p382.14
315.515001.51.5
000
B点垂直载荷NFjgz=A点垂直载荷Fjgz=
42033.83895#VALUE!
角位移值ΔA0.686216ΔB2.937206ΔC2.25099ΔB(校核）2.937206
L=△L=6700mm20.29497mmm50n97SQRT(m^2+n^2)109.1284x3.5mmy2373mmx/y0.001475tg-1(x/y)0.08455o82.536.2409131.7590923.975444.0246
B1C116.04847
B12133.0382a1b1c1三角形C1234.01008A1312.95172
cDp2L0
dAa bBp1L1
L2
C
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