Question

求高端大神给翻译一下（汉译英），翻译器勿扰

本工程为六层教学楼，现浇钢筋混凝土框架结构，标准层高3.6m，建筑总高度为22.20m。教学楼所在地区抗震设防烈度为7度，基本风压为0.75，建筑场地为二类，设计地震分组为第一组，地面粗糙度为C类。地基承载力特征值为200kPa，持力层为含水比小于0.8的红黏土，无软弱下卧土层，不考虑地下水影响。基础采用独立基础和联合基础。设计中采用塑性法计算楼板的内力，卫生间地面及屋面采用弹性法计算内力，采用D值法计算横向地震作用下和风荷载作用下的结构内力和侧移，采用分层法计算竖向荷载下框架的结构内力，然后进行内力组合挑选最不利组合进行框架梁柱的配筋。

Answer 1

The project is the sixfloor of the teaching building,thestructure isreinforced concrete frame,the standard story height3.6m,total buildingheight of 22.20m.The teaching buildingwhere theseismic fortificationintensity is 7 degrees,the basic wind pressure is 0.75,the construction sitefor theclass two,classification of design earthquake forthe first group,the surface roughnessof Cclass.Values for the 200kPaeigenvalue of the bearing,bearing layerforwater content ratioof red clay isless than 0.8,noweak soillayers,without considering theinfluence of groundwater.Based on an independent basis usedandcombined foundation.Theinternal force calculationof floorplastic methodin the design,the bathroom floorand roofwith elasticmethod to calculate theinternal force,the internal force of the structureand the sidewith the D valuemethod to calculate thelateral earthquake loadand wind load,internal force calculation of the structureunder vertical loadframethe layered method,thenselectthe most unfavorablecombination of internal forcesof reinforcementcombinedto the frame beamcolumn

Answer 2

The project is the sixfloor of the teaching building,thestructure isreinforced concrete frame,the standard story height3.6m,total buildingheight of 22.20m.The teaching buildingwhere theseismic fortificationintensity is 7 degrees,the basic wind pressure is 0.75,the construction sitefor theclass two,classification of design earthquake forthe first group,the surface roughnessof Cclass.Values for the 200kPaeigenvalue of the bearing,bearing layerforwater content ratioof red clay isless than 0.8,noweak soillayers,without considering theinfluence of groundwater.Based on an independent basis usedandcombined foundation.Theinternal force calculationof floorplastic methodin the design,the bathroom floorand roofwith elasticmethod to calculate theinternal force,the internal force of the structureand the sidewith the D valuemethod to calculate thelateral earthquake loadand wind load,internal force calculation of the structureunder vertical loadframethe layered method,thenselectthe most unfavorablecombination of internal forcesof reinforcementcombinedto the frame beamcolumn
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