悬臂梁简支梁埋件挠度计算程序

58FAB高度H=596mmC宽度B=199mm腹板厚度=10mmb翼缘厚度=15mm自重=95.1Kg/mL惯性矩Ix=69300cm^4抗弯截量Wx=2330cm^3弹性模量E=206000N/mm^2a=6mF=150KNb=6ma=6000mmL=12mb=6000mm50qAB高度H=400mm宽度B=200mm腹板厚度=8mmL翼缘厚度=13mm自重=66Kg/m惯性矩Ix=23700cm^4抗弯截量Wx=1190cm^3弹性模量E=206000N/mm^2L=6mq=11KN/mL=6000mmaM,F=450.00KN-mM,自重=17.12KN-mR,A=75.00KNR,B=75.00KNM,c=467.12KN-m强度σ=200.48N/mm^2挠度ωc=37.83mm长度/挠度=317计算结果M,q=49.50KN-mM,自重=0.05KN-mR,A=33.00KNR,B=33.00KNM,max=49.55KN-m强度σ=41.64N/mm^2挠度ωc=3.80mm长度/挠度=1578计算结果30F高度H=482mm宽度B=300mmab腹板厚度=11mm翼缘厚度=15mm自重=115Kg/mL惯性矩Ix=60800cm^4抗弯截量Wx=2520cm^3弹性模量E=206000N/mm^2a=0mF=20KNb=2ma=0mmL=2mb=2000mm50q高度H=400mm宽度B=200mm腹板厚度=8mm翼缘厚度=13mmL自重=66Kg/m惯性矩Ix=23700cm^4抗弯截量Wx=1190cm^3弹性模量E=206000N/mm^2L=1.5mq=50KN/mL=1500mm41n*F高度H=200mm宽度B=100mm腹板厚度=5.5mmCCCCCCC翼缘厚度=8mm自重=21.7Kg/mL=n*c惯性矩Ix=1880cm^4抗弯截量Wx=188cm^3弹性模量E=206000N/mm^2C=2mF=25KNL=10mn=547q高度H=350mm宽度B=175mm腹板厚度=7mmL翼缘厚度=11mm自重=50Kg/m惯性矩Ix=13700cm^4抗弯截量Wx=782cm^3弹性模量E=206000N/mm^2q=25KN/mL=3mL=3000mmM,F=40.00KN-mM,自重=2.30KN-mR,A=20.00KNM=42.30KN-m强度σ=15.87N/mm^2挠度ωc=0.43mm长度/挠度=9394M,F=0.74KN-mM,自重=0.19KN-mR,A=75.00KNM=0.93KN-m强度σ=0.62N/mm^2挠度ωc=0.65mm长度/挠度=4629M,F=375.00KN-mM,自重=2.71KN-mR,A=125.00KNM=377.71KN-m强度σ=2009.11N/mm^2挠度ωc=5164.22mm长度/挠度=2M,F=37.50KN-mM,自重=2.25KN-mR,A=37.50KN计算结果计算结果计算结果计算结果M=39.75KN-m强度σ=50.83N/mm^2挠度ωc=2.39mm长度/挠度=1254参数:螺栓共A=140mm5排B=60mm2列C=120mmD=60mm最小间距:55荷载:δ=20mm临界间距:220N=60KN最小边距:55e=1500mmLx=260mm临界边距:110M=90.00KN-mLy=600mm孔深:110混凝土标号：3计算结果：1.05300.00KN6.00KN12.011C25抗拉抗剪最小间距临界间距最小边距临界边距孔深1M812.47.9401604080802M1016.612.6451804590903M1223.818.355220551101104M1634.734.665250651401255M2062.95490340901801706M2490.677.81204201202102107M27110.91641204801202402408M30145.6199.31405401402702709M33171248.416060016030030010M36203.3291.518066018033033011M39232.9350.61807201803603601C200.942C2513C301.054C351.15C401.156C451.2单个螺栓剪力：单个螺栓符合应力：混凝土对承载力的调整系数(配合镀锌螺杆)承载力调整系数:单个螺栓拉力：BBALxeδDCCDN7C501.258C551.39C601.350.0720.120.01440.1440.240.05760.360.12960.480.23041.21.441.442.0736144.115271.682.82240.09750381.923.6864144.212772.164.665612.0088622.45.763KNmmmmKNmmmmmm抗拉承载力抗剪承载力单个HVAHILTI化学螺栓24.9919.22LyH型号H(mm)B(mm)腹板(mm)翼缘(mm)r(mm)面积(cm^2)重量(Kg/m)Ix(cm^4)Wx(cm^3)ix(cm)HW100x100100100681021.917.238376.54.18HW125x1251251256.591030.3123.88471365.29HW150x1501501507101340.5531.916602216.39HW175x1751751757.5111351.4340.329003317.50HW200x2002002008121664.2850.547704778.61HW200x20420020412121672.2856.750305038.35HW250x2502502509141692.1872.41080086710.82HW250x255250255141416104.782.21150091910.48HW294x302294302121220108.38517000116012.53HW300x300300300101520120.494.520500137013.05HW300x305300305151520135.410621600144012.63HW344x34834434810162014611533300194015.10HW350x350350350121920173.913740300230015.22HW388x402388402151524179.214149200254016.57HW394x398394398111824187.614756400286017.34HW400x400400400132124219.517266900334017.46HW400x408400408212124251.519771100356016.81HW414x405414405182824296.223393000449017.72HW428x407428407203524361.4284119000558018.15HW458x417458417305024529.3415187000818018.80HW498x432498432457024770.86052980001200019.66Page11