1、JOB: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 14:31 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=194 mmf0=215 N/mm2t0=10 mmfV=125 N/mm2A=5781 mm2c=90 d1=121 mm=-91.59 N/mm2t1=4 mmffw=160 N/mm2M1=2.4 kN.mNc=4.8 kNM2=7.1 kN.m 2.计计算算系系数数 0.6240.818 3.3.容容许许腹腹杆杆承承载载力力2、受压腹杆=194kNNOK!受拉腹杆290.5 kNNOK!4.冲冲切切剪剪力力(主主管管抗抗剪剪力力）817kNNOK!Checked byDrawing No.nicftNsin)81.01(45.5020*Nc 或Nt)Nc 或Nt)NNt01ti*5.1icitNN0ddi2)(3.03.01yynffiiividftN20*sin2sin1JOBJOB NO.page2Section BUILDING STRUCTURE made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 5.节节点点焊焊缝缝设设计计计计算算0.624 160N/mm2其中：43、3778mm3lw=lw+di-2ti=501.4 mm52716 mm3加劲钢板长度 L=di-2ti=113mmChecked byDrawing No.01dd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(67.0JOB:盐盐田田1#闸闸口口JOB NO.RH1166page1Secti4、on made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 T、Y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=194 mmf0=215 N/mm2t0=8 mmfV=125 N/mm2A=4675 mm2c=90 d1=152 mm=-129.00 N/mm2t1=4.5 mmffw=160 N/mm2M1=kN.mN=150 kNM2=kN.m 2.计计算算系系数数 0.7840.712由上可得：d=0.887 3.3.容容许许腹腹杆杆承承载载力力受压腹杆199.28kNNOK!受拉腹杆由上得：Nit*=25、42kNNOK!Checked byDrawing No.0ddi2)(3.03.01yynff68.027.093.0069.07.0dd时，时，*)2(6.04.16.0iciticitNNNN时，时，dnictdftN2.0001020*)(sin12.12JOBJOB NO.page2Section BUILDING STRUCTURE made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 4.冲冲切切剪剪力力(主主管管抗抗剪剪力力）821kNNOK!5.节节点点焊焊缝缝设设计计计计算算0.784 0.65 由上可得：lw=503.7 mmhf=26、.7mm采用hf=6.0mmf=ffwOK!6.按按日日本本规规范范计计算算12.13M1a=22.4kN.mM1a=5.80(for XP2)M2a=9.4kN.mM1a=3.70(for TP2)0.75受弯焊缝高度计算如下：=70.91 160N/mm2其中：69757.3mm3lw=lw+di-2ti=646.7 mm84072 mm3加劲钢板长度 L=di-2ti=mmChecked byDrawing No.01dd时，当65.00ddi时，当65.00ddi）466.0sin534.0)(025.025.3(0iiwddl）466.0sin534.0)(389.081.3(0ii7、wddl0weslhNaaaTMMMMPP2211iiividftN20*sin2sin1WMlhNwf7.0wtfWtdhWssf2)2(67.0)466.0sin534.0(2)()(647.044sfssfssdhtdhtdWJOBJOB NO.page1Section made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 K型型节节点点计计算算K 1.1.基基本本数数据据输输入入N=kNfy=215 N/mm2d0=245 mmf0=215 N/mm2t0=8 mmfV=125 N/mm2A=5956 mm21=45 d1=146 mm2=90 t8、1=4 mm=-64.50 N/mm2d2=146 mma=0 mmt2=4 mmffw=160 N/mm2M1=1 kN.mN=134 kNM2=1 kN.m 2.计计算算系系数数 0.600.883由上可得：d=0.6231.545 3.3.容容许许腹腹杆杆承承载载力力受压腹杆397.58kNNOK!受拉腹杆 Nit*=281 kNNOK!Checked byDrawing No.gdnictdftN2.0001020*)(sin12.120212ddd2)(3.03.01yynff68.027.093.0069.07.0dd时，时，gN cN t)77.01)(6.61.201)(5.79、119.2(1000tddagicN21sinsinJOBJOB NO.page2Section BUILDING STRUCTURE made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 4.冲冲切切剪剪力力(主主管管抗抗剪剪力力）1347kNNNG!5.节节点点焊焊缝缝设设计计计计算算0.596 ffwNG!6.按按日日本本规规范范计计算算15.31M1a=18.1kN.mM2a=6.2kN.mM2a=3.520.55受弯焊缝高度计算如下：=83.671 160N/mm2其中：=24276.5mm3lw=lw+di-2ti=710709.97 mm3310、16433164 mm3加劲钢板长度 L=di-2ti=138.0138.0mmChecked byDrawing No.01dd时，当65.00ddi时，当65.00ddi）466.0sin534.0)(025.025.3(0iiwddl）466.0sin534.0)(389.081.3(0iiwddl0weslhNaaaTMMMMPP2211iiividftN20*sin2sin1)466.0sin534.0(2)()(647.044DhtDhtDWffWMlhNwf7.0wtfWtdhWssf2)2(67.0JOBJOB NO.page1Section made bySubject相相贯11、贯节节点点计计算算Date2023/12/5 14:31 K、T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=40 kNfy=215 N/mm2d0=250 mmf0=215 N/mm2t0=30 mmfV=125 N/mm2A=20735 mm21=30 d1=150 mm2=45 t1=20 mm3=90 d2=150 mm=1.93 N/mm2t2=20 mma=150 mmd3=150 mmffw=160 N/mm2t3=20 mmN=38 kNM1=66 kN.mM2=6 kN.m 2.计计算算系系数数 1.0001.000由上可得：d=1.3200.242 3.3.容容12、许许腹腹杆杆承承载载力力受压腹杆2)(3.03.01yynff68.027.093.0069.07.0dd时，时，)77.01)(6.61.201)(5.7119.2(1000tddagN 1N 2N 30321dddd2292.5kNNOK!受拉腹杆 Nit*=3351 kNNOK!Checked byDrawing No.JOBJOB NO.page2Section BUILDING STRUCTURE made bySubject相相贯贯节节点点计计算算Date2023/12/5 14:31 4.冲冲切切剪剪力力(主主管管抗抗剪剪力力）9118kNNOK!5.节节点点焊焊缝缝设设计计计计13、算算0.600 0.65 由上可得：lw=738.2 mmhf=2.0mm采用hf=6.0mmf=ffwOK!6.按按日日本本规规范范计计算算4.17M1a=253.7kN.mM1a=0.00(for XP2)M2a=278.1kN.mM1a=791.89(for TP2)0.30受弯焊缝高度计算如下：=#DIV/0!#160N/mm2gdnictdftN2.0001020*)(sin12.1201dd时，当65.00ddi时，当65.00ddi）466.0sin534.0)(025.025.3(0iiwddl）466.0sin534.0)(389.081.3(0iiwddl0weslhNaaaTMMMMPP2211iiividftN20*sin2sin1icN21sinsinWMlhNwf7.0wtf其中：=0.0mm3lw=lw+di-2ti=848.2 mm8470mm3加劲钢板长度 L=di-2ti=#mmChecked byDrawing No.)466.0sin534.0(2)()(647.044DhtDhtDWffWtdhWssf2)2(67.0