墙面檩条计算---C型檩条---简支檩条.xls

L墙墙面面檩檩条条计计算算-C型型檩檩条条-简简支支檩檩条条Project Name:Project Location:Made By:Date:A.基基本本数数据据：H-建筑物高度=8.00 m0-项目所在地基本风压=0.55 kN/m2L-檩条跨度=6.00 md-檩条间距=1.50 mm-檩条自重=C160204.76 kg/mIx-檩条截面惯性矩对 x 轴=2.870 106 mm4Iy-檩条截面惯性矩对 y 轴=0.320 106 mm4Wx-檩条截面模量对 x 轴=29.800 103 mm3Wy-檩条截面模量对 y 轴=16.200 103 mm3檩条跨中设1道拉撑杆B.荷荷载载类类型型：Px-Max(Px1,Px2)=0.61 kN/m2*Px1-垂直于墙面吸风荷载=s*z*0=-0.605 kN/m2s=-1.1z=1.00*Px2-垂直于墙面压风荷载=s*z*0=0.55 kN/m2s=1.0z=1.00Py-垂直于地面恒载（墙板、保温棉重量）=0.10 kN/m2C.荷荷载载组组合合：ABCDEFGHIJ123456789101112131415161718192021222324252627282930312024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Shee:1 span-C 1 of 6Lqx-垂直于 x 轴（墙面）的荷载设计值qx=1.4*Px*d=1.27 kN/mqy-垂直于 y 轴（地面）的荷载设计值qy=1.2*(Py*d+m/100)=0.24 kN/mqkx-垂直于 x 轴（墙面）的荷载标准值=qkx=Px*d=0.91 kN/mD.强强度度验验算算：=Mx/Wx+My/Wy fMx=0.125*qxL2=5.72 kN-mMy=qyL2/32=0.27 kN-m=208.32 Mpaf=215 MpaOK!E.挠挠度度验验算算：x=5qkxL4/384EIx x=25.90 mmL/200=30.0030.00mmOK!F.结结论论：L-檩条跨度=6.00 md-檩条间距=1.50 m选择檩条C16020满满足足以上荷载计算要求ABCDEFGHIJ44454647484950515253545556575859606162636465666768697071727374752024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Shee:1 span-C 2 of 6LABCDEFGHIJ7677782024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Shee:1 span-C 3 of 6L STEEL PURLIN SPECIFICATIONS/檩檩条条截截面面特特性性PURLIN TYPEAREAMASSIxIyWxWyDBxEmm2kg/m106mm4106mm4103mm3103mm3mmmmmmmmDeg.C10015322.52.580.5330.11110.4513.1791025116.08C10019408.53.250.6670.14113.0784.0491025116.18C15015442.53.541.5980.23521.0265.1541526418.40C15019560.54.462.0090.29726.4346.5261526418.49C15024708.05.622.5270.38233.2508.4551526418.82C20015555.04.443.5090.39334.5717.0042037619.89C20019712.55.684.4850.52444.1879.4932037620.80C20024900.07.155.6590.67555.75412.2792037621.03C25015640.05.086.070.45147.7957.8192547618.32C25019807.56.437.5850.55759.7249.6202547618.10C250241020.08.109.5770.71675.40912.4282547618.39C300191005.07.9213.5671.21990.44717.2323009625.26C300241260.010.0116.9191.504112.79321.1803009624.99C300301590.012.6021.2531.948141.68727.7263009625.74C350301950.015.0935.7083.799204.04641.37435012533.18Z10015322.52.580.6630.0649.4942.6911025327.8Z10019408.53.250.8330.08111.9153.3831025328.0Z15015442.53.541.8270.14419.2694.5291526522.0Z15019560.54.462.3010.18224.2545.7541526522.1Z15024708.05.622.9060.23630.4387.4001526622.5Z20015555.04.443.8760.25331.9485.9242037918.5Z20019712.55.684.9940.33941.0148.1812037919.1Z20024900.07.156.3240.43851.84510.7352037919.4Z25015639.05.086.4090.30245.0246.5792547914.0Z25019807.56.438.3430.40858.3889.2342547914.7Z250241020.08.1010.1890.48871.46310.8002547914.3Z300191005.07.9214.6330.81685.17914.92830010016.0Z300241260.010.0118.4711.027107.42518.95530010016.2Z300301590.012.6023.3001.332135.21625.14230010016.6Z350301950.015.0939.5832.516191.87336.67235012918.0全全国国主主要要城城市市的的基基本本雪雪压压值值s0 (kN/m2)北北京京0.30连云港0.25太原0.20长长春春0.35洛阳0.25天天津津0.25大大连连0.40南南京京0.40威海0.25哈尔滨0.40南通0.20乌乌鲁鲁木木齐齐0.75杭杭州州0.40宁波0.25芜湖0.40合肥0.50青青岛岛0.25武武汉汉0.40呼和浩特0.30三门峡0.20西西安安0.20ABCDEFGHIJKL123456789101112131415161718192021222324252627282930313233343536373839404142434445462024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Sheet:data 4 of 6L 济南0.20上上海海0.20西宁0.25荆州0.35沈阳0.40延安0.20酒泉0.25石家庄0.25银川0.10兰州0.15苏苏州州0.20郑州0.25全全国国主主要要城城市市的的基基本本风风压压值值0 (kN/m2)北北京京0.35连云港0.40太原0.30长长春春0.55洛阳0.35天天津津0.40大大连连0.60南南京京0.35威海0.60哈尔滨0.45南通0.40乌乌鲁鲁木木齐齐0.60杭杭州州0.40宁波0.50芜湖0.35合肥0.30青青岛岛0.55武武汉汉0.30呼和浩特0.50三门峡0.35西西安安0.35济南0.35上上海海0.55西宁0.35荆州0.25沈阳0.50延安0.30酒泉0.60石家庄0.30银川0.65兰州0.30苏苏州州0.40郑州0.40风风压压高高度度变变化化系系数数uz离地面或海平面高度地面粗糙度类别地面粗糙度分为A、B、C三类：mABCA 类-近海海面、海岛、海岸、湖岸及沙漠地区101.381.000.71B 类-田野、乡村、丛林、丘陵以及房屋比较稀疏的中、151.521.140.84小城镇和大城市郊区201.631.250.94C 类-有密集建筑群的大城市市区301.801.421.11401.921.561.24502.031.671.36602.121.771.46702.201.861.55802.271.951.64902.342.021.721002.402.091.791502.642.382.11檩檩条条拉拉撑撑杆杆数数量量对对平平面面外外弯弯矩矩（My）的的影影响响系系数数设置0道My=qyL2/8=0.125设置1道My=qyL2/32=0.031设置2道My=qyL2/360=0.003My=qyL2/90=0.011ABCDEFGHIJKL4748495051525354555657585960616263646566676869707172737475767778798081828384858687888990912024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Sheet:data 5 of 6L ABCDEFGHIJKL92939495969798991001011021031041051061071081091101112024/5/17 13:25File:9329b4c4a282824f68f0eb0d3f0871ab.xls Sheet:data 6 of 6