1、JOB NO.RH1166page1Section made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:30 X型型节节点点计计算算 1.1.基基本本数数据据输输入入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.计计算算系系数数 0.5540.703 3.3.容容许许腹腹杆杆承承载载力力受压腹杆=598kNN2、OK!受拉腹杆896.84 kNNOK!4.冲冲切切剪剪力力(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相相贯贯节节点点计计算算Date2023/12/5 14:30 5.节节点点焊焊缝缝设设计计计计算算0.554 0.65 由上可得：lw=576.93、 mmhf=2.9mm采用hf=12.0mmf=ffwOK!6.按按日日本本规规范范计计算算8.13M1a=99.2kN.mM2a=29.00 kN.m(for XP2)M2a=47.8kN.mM1a=10.90 kN.m(for TP2)0.62受弯焊缝高度计算如下：=125.4 160N/mm2其中：180968mm3lw=lw+di-2ti=736.88 mm216808 mm3加劲钢板长度 L=di-2ti=160mmChecked byDrawing No.01dd时，当65.00ddi时，当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:盐盐田田1#闸闸口口JOB NO.RH1166page1Section made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:30 X型型节节点点计计算算 1.1.基基本本数数据据输输入入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.计计算算系系数数 0.5540.567 3.3.容容许许腹腹杆杆承承载载力力受压腹杆=1477kNNOK!受拉腹杆2215kNNOK!4.冲冲切切剪剪力力(主主管管抗抗剪剪力力）2474kNNOK!Checked byDrawing No.JOB:盐盐田田1#闸闸口口JOB NO.RH1166page2Section BUILDING STRUCTURE made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:30 5.节节点点焊焊缝缝设设计计计计算算#6、0.65 由上可得：lw=#mmhf=4.9mm采用hf=12.0mmf=ffwOK!6.按按日日本本规规范范计计算算4.64M1a=240.2kN.mM2a=94.95kN.m(for XP2)M2a=154.9kN.mM1a=10.07kN.m(for TP2)0.28受弯焊缝高度计算如下：=112.1160N/mm2其中：180968mm3lw=lw+di-2ti=736.9mm2E+05mm3加劲钢板长度 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时，当65.00ddi时，当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