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1、JOB NO.RH1166page1Section made bySubject相相貫貫節節點點計計算算Date2023/12/5 14:30 X型型節節點點計計算算 1.1.基基本本數數據據輸輸入入N=kNfy=215 N/mm2d0=325 mmf0=215 N/mm2t0=20 mmfV=125 N/mm2A=19164 mm2c=90 d1=180 mm=-131.80 N/mm2t1=10 mmffw=160 N/mm2M1=13.3 kN.mN=185 kNM2=8.5 kN.m 2.計計算算系系數數 0.5540.703 3.3.容容許許腹腹桿桿承承載載力力受壓腹桿=598kNN2、OK!受拉腹桿896.84 kNNOK!4.沖沖切切剪剪力力(主主管管抗抗剪剪力力）1414kNNOK!Checked byDrawing No.nicftNsin)81.01(45.5020*Nc 或Nt)Nc 或Nt)NNt01ti*5.1icitNN0ddi2)(3.03.01yynffiiividftN20*sin2sin1JOB NO.RH1166page2Section BUILDING STRUCTURE made bySubject相相貫貫節節點點計計算算Date2023/12/5 14:30 5.節節點點焊焊縫縫設設計計計計算算0.554 0.65 由上可得：lw=576.93、 mmhf=2.9mm采用hf=12.0mmf=ffwOK!6.按按日日本本規規范范計計算算8.13M1a=99.2kN.mM2a=29.00 kN.m(for XP2)M2a=47.8kN.mM1a=10.90 kN.m(for TP2)0.62受彎焊縫高度計算如下：=125.4 160N/mm2其中：180968mm3lw=lw+di-2ti=736.88 mm216808 mm3加勁鋼板長度 L=di-2ti=160mmChecked byDrawing No.01dd時，當65.00ddi時，當65.00ddi）466.0sin534.0)(025.025.3(0iiwddl）466.4、0sin534.0)(389.081.3(0iiwddl0weslhNaaaTMMMMPP2211)466.0sin534.0(2)()(647.044sfssfssdhtdhtdWWMlhNwf7.0wtfWtdhWssf2)2(67.0JOB:鹽鹽田田1#閘閘口口JOB NO.RH1166page1Section made bySubject相相貫貫節節點點計計算算Date2023/12/5 14:30 X型型節節點點計計算算 1.1.基基本本數數據據輸輸入入N=kNfy=215N/mm2d0=325mmf0=215N/mm2t0=35mmfV=125N/mm2A=#mm2c=90d1=15、80mm=#N/mm2t1=10mmffw=160N/mm2M1=6kN.mN=316kNM2=6kN.m 2.計計算算系系數數 0.5540.567 3.3.容容許許腹腹桿桿承承載載力力受壓腹桿=1477kNNOK!受拉腹桿2215kNNOK!4.沖沖切切剪剪力力(主主管管抗抗剪剪力力）2474kNNOK!Checked byDrawing No.JOB:鹽鹽田田1#閘閘口口JOB NO.RH1166page2Section BUILDING STRUCTURE made bySubject相相貫貫節節點點計計算算Date2023/12/5 14:30 5.節節點點焊焊縫縫設設計計計計算算#6、0.65 由上可得：lw=#mmhf=4.9mm采用hf=12.0mmf=ffwOK!6.按按日日本本規規范范計計算算4.64M1a=240.2kN.mM2a=94.95kN.m(for XP2)M2a=154.9kN.mM1a=10.07kN.m(for TP2)0.28受彎焊縫高度計算如下：=112.1160N/mm2其中：180968mm3lw=lw+di-2ti=736.9mm2E+05mm3加勁鋼板長度 L=di-2ti=160mmChecked byDrawing No.cccccccccccccccccccccccccccccccccccccccccttttttttttttttt7、ttttttttttttttttttttttttttnicftNsin)81.01(45.5020*Nc 或Nt)Nc 或Nt)NNt01ti*5.1icitNN0ddi2)(3.03.01yynffiiividftN20*sin2sin101dd時，當65.00ddi時，當65.00ddi）466.0sin534.0)(025.025.3(0iiwddl）466.0sin534.0)(389.081.3(0iiwddl0weslhNaaaTMMMMPP2211)466.0sin534.0(2)()(647.044sfssfssdhtdhtdWWMlhNwf7.0wtfWtdhWssf2)2(67.0ccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccccttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttcccccccccccccccccccccccccccccccccccccccccttttttttttttttttttttttttttttttttttttttttt