excel計(jì)算大全-道橋-圓管T節(jié)點(diǎn)計(jì)算

1、JOB: 鹽鹽田田1#閘閘口口JOB NO.RH1166page1Section made bySubject相相貫貫節(jié)節(jié)點(diǎn)點(diǎn)計(jì)計(jì)算算Date2003/11/17 11:07 T、Y型型節(jié)節(jié)點(diǎn)點(diǎn)計(jì)計(jì)算算 1.1.基基本本數(shù)數(shù)據(jù)據(jù)輸輸入入N=kNfy=215 N/mm2d0=325 mmf0=215 N/mm2t0=20 mmfV=125 N/mm2A=19164 mm2c=67 d1=146 mm=-129.00 N/mm2t1=16 mmffw=160 N/mm2M1=15 kN.mN=350 kNM2=6 kN.m 2.計(jì)計(jì)算算系系數(shù)數(shù) 0.4490.712由上可得：d=0.487 3.3

2、.容容許許腹腹桿桿承承載載力力受壓腹桿685.429 kNNOK!受拉腹桿由上得： Nit*=960kNNOK!Checked byDrawing No.0ddi=-+=2)( 3 . 03 . 01yynffssy68. 027 . 093. 0069. 07 . 0-=+=bybbybdd時(shí)，時(shí)，*)2(6 . 04 . 16 . 0iciticitNNNNbbb-=時(shí)，時(shí)，dnictdftN2 . 0001020*)(sin12.12JOB: 鹽鹽田田1#閘閘口口JOB NO.RH1166page2Section BUILDING STRUCTURE made bySubject相相貫貫

3、節(jié)節(jié)點(diǎn)點(diǎn)計(jì)計(jì)算算Date2003/11/17 11:07 4. 沖沖切切剪剪力力(主主管管抗抗剪剪力力）1299kNNOK! 5.節(jié)節(jié)點(diǎn)點(diǎn)焊焊縫縫設(shè)設(shè)計(jì)計(jì)計(jì)計(jì)算算0.449 0.65 由上可得： lw=487.9 mmhf=6.4mm采用hf=12.0mmf=ffwOK! 6.按按日日本本規(guī)規(guī)范范計(jì)計(jì)算算8.13M1a=65.3kN.mPa=298(for TP2)M2a=33.6kN.mM1a=18.92(for TP2)0.92受彎焊縫高度計(jì)算如下：=92.2397 160N/mm2其中：104739.7 mm3lw=lw+di-2ti=601.9 mm349353 mm3加勁鋼板長(zhǎng)度 L=di-2ti=418mm=01dd時(shí)，當(dāng)65. 00ddi時(shí)，當(dāng)65. 00ddi）466. 0sin534. 0)(025. 025. 3(0+-=iiwddlq）466. 0sin534. 0)(389. 081. 3(0+-=iiwddlq0weslhN=+aaaTMMMMPP2211=g=+=iiividftNqqp20*sin2sin1WMlhNwf7.0wtfWtdhWssf2)2(67 . 0)466. 0si