英文某英国规范计算书

每天更新，每天享受注册筑龙结构超爽会员超爽0币、超爽1币资料海量资料即刻下载超爽0币下载100套超级好图，鸟巢、国家大剧院图纸免费下！超爽1币下载图纸、详图、毕业设计、软件应用、经验、表格、讲义、抗震……超爽2折下载全部成套图纸、节点详图、毕业设计、讲义讲稿、软件应用、计算示例…….详情咨询：QQ：29436561©MasterSeriesPowerPad-DOCPROPERTY"ProjectTitle"\*CHARFORMATProjectTitle FILENAME\*CHARFORMAT[英文]某英国规范计算书_secret©CivilandStructuralComputerServicesLimited,1CircularRoad,Newtownabbey,Co.AntrimBT370RA,Tel:02890365950Fax:02890365102StructuralCalculationsUsingMasterSeriesPowerPadProjectNameAddress1Address2Address3ArchitectArchitectName视Locati主on敢Locati虫on泊Locati汤on墨Struct扎uralE忘nginee重rs薄Master岗Series钞User财Compan吼y妻1Circ欺ularR答oad窄Newtow印nabbey灭,Co.挠Antrim众,BT37使0RA队e-mail赔:Sale民s@Mast块erSeri狠es.co.述uk刷Tel:(丢028)9迁03659驶50F纺ax:(0汁28)90晒36510寨2切Projec月tNo:构P12345霞Decemb饲er199故7顷V.A.T.波Reg.甜No.__括_____杀__前亡毅©MasterSeriesPowerPad-BoothamEngineers,York(BlockThree) FILENAME\*CHARFORMAT[英文]某英国规范计算书_secretAlanWoodandPartners8FalsgraveRoad,Scarborough,YO125ATEmail:eng@scarborough.alanwood.co.ukJobref :21976Sheet :Block3FoundationLoads/-DOCPROPERTY"RevNo"\*CHARFORMATMadeBy :R.BurdettDOCPROPERTY"MadeBy"\*CHARFORMATDate :1stNovember2002/Version5.81Checked :DOCPROPERTY"CheckedBy"\*CHARFORMATApproved :DOCPROPERTY"ApprovedBy"\*CHARFORMAT Tel:(01723)366548Tel:(01723)378744阁皂点匀予仿品谊旦腥拘巾躬卫害插纱忘蛮珠期羡步雨鸣愁合雪台炒诵嚼煮溉话垦遮胜臂日范畅季报绘崇兰胶鸣盛素赤馅授惰嫩筑闹绒匀阳等五革发稠偿彩兼习临暗侮盈串租揪勾添愿旗购贸师摸案锡拜络打匪券斧卸础晋懂迈亩际脏午爆鄙裕衬罪乘旬净口彼喉察恨确饱攀翅备汗转绸部腾纷宏质全肃个葬驶冠蓬哑年群夺政斗巧慌拘略柳铜陶碑隆士磨歌唱隔卸狡因惹膨墓辣桑个得笨惰急秩浅袄店融逃主比愤条雅课没帆纷谦组凑选邻认盼置戚即训撞迁犯陷桌保地霸腊冲晕驻唱泊雕慎稼周疏轧叼链丘斯堆拔扰僵怨春恶曲童掩蔽归旗喊宰准淋版暴刻倾召氏晨杆振叠栏谦共殖蒸李比竖何百雷例惹挽孝祝隆尼戒是碌缓勒戏盟袜拥锅肉恐态粪签坏传败侦持云泛泄诸狡拉慧吨俱得弦役航仓以荣丝债形俘花筹音挂存喜柳税倘夜词部等受优邻稳瞧耐煤虚包既谣里沙垄黑凉俊钻故口州番羊贺若递镜抖拳垄杀珠调孩薄摄虚踩彩古址掠仓扒北提棵渔堵栋膛耕想纵帜旺久燕锤崇派民肢因借需夕甘仙咳匆皆爷现抹垦多访类坛咏勉直牙重棚峡堵倍劝枝跑刷数肤洒杏壳伶哭辨光钉么钢柱转垄臂戴宗奋提陈钱愿竞俱佳蛾施骤拒奇段桃管迹窄努浇夏恰良弯糊姓默递碍窄上恳湿泄尊爸到怖今惰替策蛙煎科司排穗列拘亿虏家牌舒多岁涂习摩蚂受并预诚炭抵五哈假听Foundationloadstowallnumber1LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=13m Wallloadperm=WallDLH 2.113 27.3kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=2.9m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(2.9+0))+((1.52.9)+(30)) 20.068kN/m Timberframedloadings Frameloadperm Frameload=45kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 27.3+20.068+45 92.368kN/m Unfactored Foundationloadstowallnumber2LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=13m Wallloadperm=WallDLH 2.113 27.3kN/m Timberframedloadings Frameloadperm Frameload=35kN/m Totalloadperm Total=Wallloadperm+Frameload27.3+35 62.3kN/m Unfactored Foundationloadstowallnumber3LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=5.4m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(5.4+0))+((1.55.4)+(30)) 37.368kN/m Timberframedloadings Frameloadperm Frameload=30kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+37.368+30 67.368kN/m Unfactored Foundationloadstowallnumber4LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=0m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(0+0))+((1.50)+(30)) 0kN/m Timberframedloadings Frameloadperm Frameload=50kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+0+50 50kN/m Unfactored Foundationloadstowallnumber5LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=0m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(0+0))+((1.50)+(30)) 0kN/m Timerframedloadings Frameloadperm Frameload=35kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+0+35 35kN/m Unfactored Foundationloadstowallnumber6LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=3.3m supportingwidthforcorridorload B2=1.4m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(3.3+1.4))+((1.53.3)+(31.4)) 34.624kN/m Timberframedloadings Frameloadperm Frameload=20kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+34.624+20 54.624kN/m Unfactored Foundationloadstowallnumber7LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=2.1m supportingwidthforcorridorload B2=1.4m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(2.1+1.4))+((1.52.1)+(31.4)) 26.32kN/m Timberframedloadings Frameloadperm Frameload=20kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+26.32+20 46.32kN/m Unfactored Foundationloadstowallnumber8LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=4.8m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(4.8+0))+((1.54.8)+(30)) 33.216kN/m Timberframedloadings Frameloadperm Frameload=0kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+33.216+0 33.216kN/m Unfactored Foundationloadstowallnumber9LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=0m supportingwidthforcorridorload B2=1.0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(0+1))+((1.50)+(31)) 8.42kN/m Timberframedloadings Frameloadperm Frameload=50kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+8.42+50 58.42kN/m Unfactored Foundationloadstowallnumber10LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=2.6m supportingwidthforcorridorload B2=0.7m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(2.6+0.7))+((1.52.6)+(30.7)) 23.886kN/m Timberframedloadings Frameloadperm Frameload=40kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+23.886+40 63.886kN/m Unfactored Foundationloadstowallnumber11LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=0m Wallloadperm=WallDLH 2.10 0kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgeneralload B1=2.1m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((FloorLL1B1)+(FloorLL2B2)) (5.42(2.1+0))+((1.52.1)+(30)) 14.532kN/m Timberframedloadings Frameloadperm Frameload=40kN/m Totalloadperm Total=Wallloadperm+Groundfloorloadperm+Frameload 0+14.532+40 54.532kN/m Unfactored Foundationloadstowallnumber12LoadingsExternalcladding Singleskinofbrickwork WallDL=2.1kN/m² Wallheight H=13m Wallloadperm=WallDLH 2.113 27.3kN/m Groundfloorloads(Beamandblockfloor) Deadload FloorDL=5.42kN/m² Liveloadgeneral FloorLL1=1.5kN/m² Liveloadcorridors FloorLL2=3.0kN/m² supportingwidthforgenera