架空货运索道计算VIP免费

直接数据间接数据计算结果：承载索计算结果：牵引索弦倾角PhαnrqTcfAcTq××双索4.82691040.03 0.37 21° 3.71 3.43 0.224 3.30 288.9 3.02 20.2 1.15 2827.540.222.3 0.436 9.3 1.8 1816.63.7 ××双索4.8465500.04 0.11 6° 4.18 4.04 0.318 4.02 469.6 1.86 16.5 1.15 2827.540.216.9 0.216 21.3 2.4 14102.0 《架空货运索道工作索及鞍座受力计算程序--双索》使用桩号索道型式设计荷载跨距m高差m初始中挠系数上支点拉力t下支点拉力t拉力系数无荷水平拉力t无荷线长荷重比荷重水平拉力挠度增加系数规格mm每米自重破断力t最大拉力t最大升角最大弧垂安全系数规格mm破断力t最大牵引力tl0S0TuTdλ0H0LwHmaxΦcTmΥmaxΦqTqmax牵引索计算结果：单个鞍座荷载AqjuZujdZd4.4 13517.1 14015.3 5.0 13513.0 14011.6 安全系数上鞍座承载索夹角上鞍座荷载下鞍座承载索夹角下鞍座荷载直接数据间接数据计算结果：承载索计算结果：牵引索弦倾角PhαnrqTcfAcTq××单索22691040.03 0.37 21° 3.71 3.43 0.224 3.30 288.9 2.52 17.3 1.15 2827.540.219.1 0.437 9.3 2.1 14101.6 ××单索2.24141330.05 0.31 18° 2.92 2.61 0.381 2.58 437.2 2.12 11.8 1.15 2623.737.513.0 0.430 23.8 2.9 14101.7 《架空货运索道工作索及鞍座受力计算程序--单索》使用桩号索道型式设计荷载跨距m高差m初始中挠系数上支点拉力t下支点拉力t拉力系数无荷水平拉力t无荷线长荷重比荷重水平拉力挠度增加系数规格mm每米自重破断力t最大拉力t最大升角最大弧垂安全系数规格mm破断力t最大牵引力tl0S0TuTdλ0H0LwHmaxΦcTmΥmaxΦqTqmax牵引索计算结果：单个鞍座荷载AqjuZujdZd6.4 13514.7 14013.1 5.9 1359.9 1408.9 安全系数上鞍座承载索夹角上鞍座荷载下鞍座承载索夹角下鞍座荷载破断力结构钢丝厂家4802.69816706*19+FCΦ12.5990.53916706*19+FCΦ263752.371670国标Φ284022.751670国标Φ141000.6881670国标Φ161310.89916706*19+FC国标Φ181661.1416706*19+FC国标Φ202051.416706*19+FC国标公称直径单位长度自重kg抗拉强度MpaΦ281.8巨力0.79巨力6*7+1麻芯6*7+1麻芯6*7+1麻芯第 6 页，共 19 页桩号弦倾角1038#282140 26.4°0.052.30 2.00 16.2212.5 32.2°Ф2637.53Ф1816.64.2 4.0 4.2t1039#3628713.5°0.052.40 2.20 20.812.0 20.6°Ф2637.53.1Ф1613.14.5 2.9 4.3t1040#269105 21.2°0.052.00 1.70 15.4913.1 27.4°Ф2637.52.9Ф1816.64.5 3.7 4.7t1041#581190 18.1°0.054.10 3.70 33.1713.4 25.2°Ф2637.52.8Ф1816.65.2 3.2 4.2t1042#1492710.3° 0.0351.40 1.30 6.0112.4 15.1°Ф2637.53Ф1613.17.3 1.8 3.6t1043#2816312.6° 0.0352.60 2.50 11.312.4 17.7°Ф2637.53Ф1613.17.3 1.8 3.2t1044#370108 16.3°0.05单索2.60 2.30 21.2713.7 23.1°Ф2637.52.7Ф1613.17.3 1.8 2.5t1045#1925816.8°0.051.30 1.20 11.069.4 23.3°Ф2637.54Ф1613.15.0 2.6 3.6t1046#4409512.2°0.052.68 2.68 25.2412.4 19.5°Ф2637.5 3.0 Ф1613.1 4.7 2.8 4.4t1046#4409512.2°0.052.90 2.70 25.2412.4 19.5°Ф2637.53Ф1613.14.9 2.7 4.4t1049#573205 19.7°0.054.20 3.70 32.6212.2 26.8°Ф2637.53.1Ф1613.14.5 2.9 3.6t1050#1717523.7°0.05单索1.30 1.10 9.8614.2 29.4°Ф2637.52.6Ф1613.15.5 2.4 2.7t××工程索道运输单基计算表跨距m 高差m初始中挠系数索道型式上支点拉力N下支点拉力N最大挠度m承载索最大拉力N最大升角（°）承载索规格承载索最小破断力t安全系数牵引索规格牵引索破断力t安全系数最大牵引力N最大荷载双承载索双承载索双承载索双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环第 7 页，共 19 页桩号弦倾角××工程索道运输单基计算表跨距m 高差m初始中挠系数索道型式上支点拉力N下支点拉力N最大挠度m承载索最大拉力N最大升角（°）承载索规格承载索最小破断力t安全系数牵引索规格牵引索破断力t安全系数最大牵引力N最大荷载1051#20295.7 25.3°0.051.60 1.40 11.6413.2 31°Ф2637.52.8Ф1613.16.0 2.1 4.8t1052#201236.5°0.0351.80 1.70 8.112.7 11.6°Ф2637.53Ф1613.19.4 1.4 3.6t1053#1604816.7°0.05单索1.10 1.00 9.2314.7 22.9°Ф2637.52.6Ф1613.16.0 2.2 3.0t1059# 414 133 17.8°0.05单索2.90 2.61 23.8 12.8 24.5°Ф2637.5 2.9 Ф1613.1 7.3 1.8 2.2t1060# 282 88 17.3°0.05单索1.77 1.77 16.2 13.2 23.9°Ф2637.5 2.8Ф1613.1 8.7 1.5 2.0t1061# 149 29 10.9°0.05单索0.90 0.90 8.6 11.9 17.6°Ф2637.5 3.2Ф1613.1 4.6 2.8 2.5t1062# 235 29 7°0.05单索1.42 1.42 13.5 12.2 14.1°Ф2637.5 3.1Ф1613.1 5.6 2.3 2.0t1063# 195 35 10.2°0.05单索1.18 1.18 11.2 12.1 17°Ф2637.5 3.1Ф1613.1 4.7 2.8 3.0t1064# 332 45 7.7°0.05单索2.00 2.00 19.1 12.7 15°Ф2637.5 2.9Ф1613.1 5.3 2.5 2.0t1065# 231 58 14.1°0.05单索1.42 1.42 13.3 12.6 20.8°Ф2637.5 3Ф1613.1 8.7 1.5 2.0t1067# 125 29 13.1°0.031.35 1.28 4.3 13.7 17.1°Ф2637.5 2.7Ф1613.1 6.0 2.2 3.3t1068# 196 63 17.7°0.05单索1.23 1.23 11.3 12.7 24°Ф2637.5 2.9Ф1613.1 8.7 1.5 2.0t1069#19662.7 17.7°0.05单索1.23 1.23 11.312.7 24°Ф2637.5 2.9Ф1613.1 6.9 1.9 2.5t1070#21486.522°0.05单索1.40 1.40 12.3311.9 28.1°Ф2637.5 3.2Ф1613.1 6.9 1.9 2.2t双承载索循环双承载索循环双承载索循环第 8 页，共 19 页桩号弦倾角××工程索道运输单基计算表跨距m 高差m初始中挠系数索道型式上支点拉力N下支点拉力N最大挠度m承载索最大拉力N最大升角（°）承载索规格承载索最小破断力t安全系数牵引索规格牵引索破断力t安全系数最大牵引力N最大荷载1071#45040.5 5.1°0.05单索2.71 2.71 25.8413.3 12.7°Ф2637.5 2.8Ф1613.1 6.2 2.1 2.5t1072#21486.622°0.05单索1.40 1.40 12.3211.0 28.1°Ф2637.5 3.4Ф1816.6 5.0 3.4 2.0t1073#3787911.8°0.05单索2.30 2.30 21.6911.1 19.1°Ф2637.5 3.4Ф1816.6 6.8 2.4 2.0t1074#27477.5 15.8°0.05单索1.70 1.70 15.7813.0 22.4°Ф2637.5 2.9Ф1613.1 7.3 1.8 2.5t1075#3167914°0.05单索1.94 1.94 18.214.2 20.8°Ф2637.5 2.6Ф1613.1 6.6 2.0 2.75t1076#866157 10.3°0.055.25 5.25 48.6111.8 18.8°Ф2637.5 3.2Ф1613.1 6.6 2.0 3.0t1077#276144 27.6°0.052.30 2.00 15.8813.6 33.2°Ф2637.5 2.8Ф1613.15.5 2.4 2.4t1078#81750.4°0.054.96 4.96 46.4313.9 8.8°Ф2637.5 2.7Ф1613.14.9 2.7 4.4t1080#78916812°0.05单索3.00 2.80 44.7916.2 20°Ф2840.22.5Ф1613.18.7 1.5 2.5t1081#3549515°0.05单索2.80 2.50 20.311.6 22.2°Ф2637.53.2Ф1613.18.7 1.5 2.0t1082#2054011°0.051.30 1.20 11.88.7 18°Ф2637.54.3Ф1613.16.6 2.0 3.4t1083#1202511.8°0.050.80 0.70 6.928.7 18.4°Ф2637.54.3Ф1613.16.2 2.1 3.8t1084#4979310.6°0.053.23 3.01 28.4311.7 18.2°Ф2637.53.2Ф1613.15.5 2.4 4.0t1085#487126 14.5°0.053.30 3.00 27.8612.0 21.8°Ф2637.53.1Ф1613.14.7 2.8 4.0t双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环双承载索循环第 9 页，共 19 页桩号弦倾角××工程索道运输单基计算表跨距m 高差m初始中挠系数索道型式上支点拉力N下支点拉力N最大挠度m承载索最大拉力N最大升角（°）承载索规格承载索最小破断力t安全系数牵引索规格牵引索破断力t安全系数最大牵引力N最大荷载1086#3095510.1°0.05单索1.87 1.87 17.7811.5 17.3°Ф2637.5 3.3Ф1613.1 5.3 2.5 2.2t1088#2296215.1°0.05单索1.42 1.42 13.1910.4 21.9°Ф2637.5 3.6Ф1613.1 4.8 2....