资源描述
58 F AB高高度度H=596mm C宽宽度度B=199mm 腹腹板板厚厚度度= =10mm ab翼翼缘缘厚厚度度=15mm 自自重重=95.1Kg/m L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/mm2 a=6mF=150KN b=6ma=6000mm L=12mb=6000mm 59 q AB高高度度H=600mm 宽宽度度B=200mm 腹腹板板厚厚度度= =11mm L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/mm2 L=12mq=12.5KN/m L=12000mm HN596x199x10 x15 HN600 x200 x11x17 计算结果 M,F=450.00KN-m M,自重=17.12KN-m R,A=75.00KN R,B=75.00KN M,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-m M,自重=0.14KN-m R,A=75.00KN R,B=75.00KN M,max=225.14KN-m 强度=86.26N/mm2 挠度c=20.95mm 长度/挠度=573 30 F 高高度度H=482mm 宽宽度度B=300mm ab腹腹板板厚厚度度= =11mm 翼翼缘缘厚厚度度=15mm 自自重重=115Kg/m L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/mm2 a=0mF=20KN b=2ma=0mm L=2mb=2000mm 64 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=26mm L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/mm2 L=3mq=50KN/m L=3000mm 41 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 C C C C翼翼缘缘厚厚度度=8mm 自自重重=21.7Kg/m L=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/mm2 C=2mF=25KN L=10mn=5 47 q 高高度度H=350mm 宽宽度度B=175mm 腹腹板板厚厚度度= =7mm L翼翼缘缘厚厚度度=11mm 自自重重=50Kg/m HM482x300 x11x15 HN800 x300 x14x26 HN200 x100 x5.5x8 HN350 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/mm2 q=25KN/m L=3mL=3000mm 计算结果 M,F=40.00KN-m M,自重=2.30KN-m R,A=20.00KN M=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-m M,自重=2.36KN-m R,A=150.00KN M=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-m M,自重=2.71KN-m R,A=125.00KN M=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-m M,自重=2.25KN-m R,A=37.50KN M=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=120mm D=90mm最小间距:55 荷载:=20mm临界间距:220 N=200KN 最小边距:55 e=150mmLx=380mm 临界边距:110 M=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：2.651 C25抗拉抗剪最小间距 临界间距最小边距临界边距孔深 1M812.47.940160408080 2M1016.612.645180459090 3M1223.818.35522055110110 4M1634.734.66525065140125 5M2062.9549034090180170 6M2490.677.8120420120210210 7M27110.9164120480120240240 8M30145.6199.3140540140270270 9M33171248.4160600160300300 10M36203.3291.5180660180330330 11M39232.9350.6180720180360360 (配合镀锌螺杆) 混凝土对承载力的调整系数 1C200.94 2C251 3C301.05 4C351.1 5C401.15 6C451.2 C30 BBA Lx e D C C D LyN 7C501.25 8C551.3 9C601.35 0.0720.12 0.0144 0.1440.24 0.0576 0.36 0.1296 0.48 0.2304 1.21.44 1.44 2.0736 4.003201921.68 2.8224 3.00937781.92 3.6864 7.012579722.16 4.6656 2.648127592.45.76 单个HVA HILTI 化学螺栓 3 抗拉承载力 24.99KN mm抗剪承载力 mm19.22KN mm mm mm M12 BBA Lx e D C C D LyN H Page 11 型号H(mm)B(mm)腹板(mm)翼缘(mm)r(mm)面积(cm2)重量(Kg/m)Ix(cm4)Wx(cm3)ix(cm) HW100 x100100100681021.917.238376.54.18 HW125x1251251256.591030.3123.88471365.29 HW150 x1501501507101340.5531.916602216.39 HW175x1751751757.5111351.4340.329003317.50 HW200 x2002002008121664.2850.547704778.61 HW200 x20420020412121672.2856.750305038.35 HW250 x2502502509141692.1872.41080086710.82 HW250 x255250255141416104.782.21150091910.48 HW294x302294302121220108.38517000116012.53 HW300 x300300300101520120.494.520500137013.05 HW300 x305300305151520135.410621600144012.63 HW344x34834434810162014611533300194015.10 HW350 x350350350121920173.913740300230015.22 HW388x402388402151524179.214149200254016.57 HW394x398394398111824187.614756400286017.34 HW400 x400400400132124219.517266900334017.46 HW400 x408400408212124251.519771100356016.81 HW414x405414405182824296.223393000449017.72 HW428x407428407203524361.4284119000558018.15 HW458x417458417305024529.3415187000818018.80 HW498x432498432457024770.86052980001200019.66
展开阅读全文
免费区 