简支梁、悬臂梁挠度计算程序

1、58 FAB高高度度H=596mmC宽宽度度B=199mm腹腹板板厚厚度度= =10mmab翼翼缘缘厚厚度度=15mm自自重重=95.1Kg/mL惯惯性性矩矩Ix=69300cm4抗抗弯弯截截量量Wx=2330cm3弹弹性性模模量量E=206000N/mm2a=6mF=150KNb=6ma=6000mmL=12mb=6000mm59qAB高高度度H=600mm宽宽度度B=200mm腹腹板板厚厚度度= =11mmL翼翼缘缘厚厚度度=17mm自自重重=106Kg/m惯惯性性矩矩Ix=78200cm4抗抗弯弯截截量量Wx=2610cm3弹弹性性模模量量E=206000N/mm2L=12mq=12.5

2、KN/mL=12000mmHN596x199x10 x15HN600 x200 x11x17计算结果M,F=450.00KN-mM,自重=17.12KN-mR,A=75.00KNR,B=75.00KNM,c=467.12KN-m强度=200.48N/mm2挠度c=37.83mm长度/挠度=317计算结果M,q=225.00KN-mM,自重=0.14KN-mR,A=75.00KNR,B=75.00KNM,max=225.14KN-m强度=86.26N/mm2挠度c=20.95mm长度/挠度=57330 F高高度度H=482mm宽宽度度B=300mm ab腹腹板板厚厚度度= =11mm翼翼缘缘厚厚

3、度度=15mm自自重重=115Kg/mL惯惯性性矩矩Ix=60800cm4抗抗弯弯截截量量Wx=2520cm3弹弹性性模模量量E=206000N/mm2a=0mF=20KNb=2ma=0mmL=2mb=2000mm64 q高高度度H=800mm宽宽度度B=300mm腹腹板板厚厚度度= =14mm翼翼缘缘厚厚度度=26mmL自自重重=210Kg/m惯惯性性矩矩Ix=292000cm4抗抗弯弯截截量量Wx=7290cm3弹弹性性模模量量E=206000N/mm2L=3mq=50KN/mL=3000mm41 n*F高高度度H=200mm宽宽度度B=100mm腹腹板板厚厚度度= =5.5mm CC C

4、 C C C C翼翼缘缘厚厚度度=8mm自自重重=21.7Kg/mL=n*c惯惯性性矩矩Ix=1880cm4抗抗弯弯截截量量Wx=188cm3弹弹性性模模量量E=206000N/mm2C=2mF=25KNL=10mn=547 q高高度度H=350mm宽宽度度B=175mm腹腹板板厚厚度度= =7mmL翼翼缘缘厚厚度度=11mm自自重重=50Kg/mHM482x300 x11x15HN800 x300 x14x26HN200 x100 x5.5x8HN350 x175x7x11惯惯性性矩矩Ix=13700cm4抗抗弯弯截截量量Wx=782cm3弹弹性性模模量量E=206000N/mm2q=25K

5、N/mL=3mL=3000mm计算结果M,F=40.00KN-mM,自重=2.30KN-mR,A=20.00KNM=42.30KN-m强度=15.87N/mm2挠度c=0.43mm长度/挠度=9394计算结果M,F=9.45KN-mM,自重=2.36KN-mR,A=150.00KNM=11.81KN-m强度=1.30N/mm2挠度c=0.84mm长度/挠度=7129计算结果M,F=375.00KN-mM,自重=2.71KN-mR,A=125.00KNM=377.71KN-m强度= 2009.11N/mm2挠度c= 5164.22mm长度/挠度=2计算结果M,F=37.50KN-mM,自重=2.

6、25KN-mR,A=37.50KNM=39.75KN-m强度=50.83N/mm2挠度c=2.39mm长度/挠度=1254参数:螺栓共A=200mm3排B=90mm2列C=120mmD=90mm最小间距:55荷载:=20mm临界间距:220N=200KN最小边距:55e=150mmLx=380mm临界边距:110M=30.00KN-mLy=420mm孔深:110混凝土标号：3计算结果：承载力调整系数:1.05单个螺栓拉力：50.00KN单个螺栓剪力：33.33KN单个螺栓符合应力：2.651C25抗拉抗剪最小间距 临界间距最小边距临界边距孔深1M812.47.9401604080802M101

7、6.612.6451804590903M1223.818.355220551101104M1634.734.665250651401255M2062.95490340901801706M2490.677.81204201202102107M27110.91641204801202402408M30145.6199.31405401402702709M33171248.416060016030030010M36203.3291.518066018033033011M39232.9350.6180720180360360(配合镀锌螺杆)混凝土对承载力的调整系数1C200.942C2513C301.

8、054C351.15C401.156C451.2C30BBALxeDCCDLyN7C501.258C551.39C601.350.0720.12 0.01440.1440.24 0.05760.36 0.12960.48 0.23041.21.441.44 2.07364.003201921.68 2.82243.00937781.92 3.68647.012579722.16 4.66562.648127592.45.76单个HVA HILTI 化学螺栓3抗拉承载力24.99KNmm抗剪承载力mm19.22KNmmmmmmM12BBALxeDCCDLyNHPage 11型号H(mm)B(mm

9、)腹板(mm)翼缘(mm)r(mm)面积(cm2)重量(Kg/m)Ix(cm4)Wx(cm3)ix(cm)HW100 x100100100681021.917.238376.54.18HW125x1251251256.591030.3123.88471365.29HW150 x1501501507101340.5531.916602216.39HW175x1751751757.5111351.4340.329003317.50HW200 x2002002008121664.2850.547704778.61HW200 x20420020412121672.2856.750305038.35HW

10、250 x2502502509141692.1872.41080086710.82HW250 x255250255141416104.782.21150091910.48HW294x302294302121220108.38517000116012.53HW300 x300300300101520120.494.520500137013.05HW300 x305300305151520135.410621600144012.63HW344x34834434810162014611533300194015.10HW350 x350350350121920173.913740300230015.22HW388x402388402151524179.214149200254016.57HW394x398394398111824187.614756400286017.34HW400 x400400400132124219.517266900334017.46HW400 x408400408212124251.519771100356016.81HW414x405