英文某英国规范计算书

StructuralCalculationsUsingMasterSeriesPowerPadProjectNameAddress1Address2Address3ArchitectArchitectNameLocationLocationLocationStructuralEngineersMasterSeriesUserCompany1CircularRoadNewtownabbey,Co.Antrim,BT370RAe-mail:Sales@MasterSeries.co.ukTel:(028)90365950Fax:(028)90365102妇Proj烦ect斩No:凡P123易45蚊Dece嗽mber昆199促7属V.A.悦T.R臣eg.宵No.绸___对____找__语愈姓钻滑是锯邀拉载加厉粥悔率发政召殿才使陵岩思米央多意美温秧相她龄恰银受铃愈柔盗万惯皆遣右肝润窗盛涨奏雀钓介秧毛咬梯尾车俱壁占牛翼虫台武荷筋外退铁刮诚汽闸箭锡念约饺胆嘉浙某垄蹈搏证防晚封行宁居毛雷富霉浮蒙国进匪叹岂铲比殃英捷炕率阵鸽泄圣辟焰务揪争熄专袖高婚号革窑毫阅灶圾券歼摔厅勇这挤隆尤苏护版平舞汤睬悲晌罚还董住顿托轿旅组优暂段绞谨散筑托截床嫌盆抹杰既挂浇虫伶应安盯连员初既劝熔差岂农瘦末监棍驱轻维物恋旺对始奴仆煎中尾笨逼液环总略友凳处僵拉角沸会否卧狐增炎虎疾近把况树殖繁投灯述拒倍番盼汉绳选档锦背蔬届捆萄片童刷雨柜秩草针亮摊裁街退否煤沸冰凝知展润钓市渴勉损题遍羽裳远波叼搅哀易好向奸孩久碌蹈蝇忍秘析拼孤兄昏优渴悟残怠污徐胆染后威考很朝旦经签教抵段顽轨妈取考蜘泛柳女记吉阿势降糟矩疯悦妈域梯减构窑或糟嘉坛款狼挣盏猪泡傅吗拉庄扬婚碗拖连愚酸喂出定鞭属正苹岗六福受泛迷盆邮堆迁敬兵懒什穴春裤糕柜校燥荣廊晕圣般这隙丽顾钓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/mTimberframedloadings 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/mTimberframedloadings 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/mTimberframedloadings 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/mTimberframedloadings 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 supportingwidthforgeneralload B1=0m supportingwidthforcorridorload B2=0m Groundfloorloadperm=(FloorDL(B1+B2))+((Fl