excel计算大全-房建-檩条

excel计算大全-房建-

Q235 简 支布活均(荷条檩自重含不电算，已虑)考板双温保0.(3KN/2M)度1:坡20挠 1/度150 压风.40N/MK(边2带)两缘拉道

檩距条()M 柱距(M )C20X150X2X0 3C40150X2 CX4105X0X22 .C14X50X025. C40150X2X03XC16 X0602 CX60X16X2.2 C016X6002X.5 C60X610X2X3 01C08X072X C801X70X2. C218070XX25 .C18X70X20X30C 20X00X27C 20X07X202 C.200X7X0.2 C200570X20X3XC 220X7X5 C220X7522.X C220X275X.52 C22X05X207X 32C0X4001X2X03C 260X0102XX30C28 X0010X2X30 30C01X00X023X03 ..0 0.45 06 0..3 .060. 03. 083 0.8 0.46.0. 7.01.1

8.09 .01.0

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01.66.0 7.0 .0 890.100.

.17.6 7.00 80. 9.010.

1.806.0 70 8.0.9 .010.0

.96.017 . 0.8 9.000.102

6.07 . 800 9.0.100.2.260. 70.8. 09.0100.

24.6.07 0 8.. 9.00

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3.1 01. 60. 308 ..500 9.0 . 0.6 1.310 7.0.4 .09 0.6 03 0.7.0.4 07. .050 9 .06 .03 ..80 0.50 6. .3 006 0.. 04. 08. 0.531 0 0.. 7.04 .1 5.1 0.81 1.20. 9.4 11. 11.6 12

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excel计算大全-房建-

excel计算大全-房建-