freepeople性欧美熟妇, 色戒完整版无删减158分钟hd, 无码精品国产vα在线观看DVD, 丰满少妇伦精品无码专区在线观看,艾栗栗与纹身男宾馆3p50分钟,国产AV片在线观看,黑人与美女高潮,18岁女RAPPERDISSSUBS,国产手机在机看影片

正文內(nèi)容

六層框架結(jié)構(gòu)住宅畢業(yè)設(shè)計(jì)說(shuō)明-文庫(kù)吧

2025-06-01 21:51 本頁(yè)面


【正文】 .....................................28 分層法計(jì)算恒荷載作用下梁端彎矩 ...........................................................................................................29 恒載作用下的剪力計(jì)算 ...............................................................................................................................38 活荷載作用下的內(nèi)力計(jì)算 ..............................................................................................................................40 活荷載轉(zhuǎn)化 ...................................................................................................................................................40 分層法計(jì)算活荷載作用下梁端彎矩 ...........................................................................................................40 活載作用下的剪力計(jì)算 ...............................................................................................................................45第7章 梁、柱的內(nèi)力組合 ..................................................................................................................................46 ...................................................................................................................................................46 ...................................................................................................................................................47 ...............................................................................................................................................50第8章 梁、柱的截面設(shè)計(jì) ..................................................................................................................................57 (僅以一層梁為例說(shuō)明計(jì)算過(guò)程): .....................................................................57 ................................................................................................................................57 ................................................................................................................................61 柱截面設(shè)計(jì) ......................................................................................................................................................62 ........................................................................................................................................................62 ........................................................................................................................................................63 ....................................................................................................................................63 ....................................................................................................................................65 ....................................................................................................................................74 ...........................................................................................................................................................77 ...........................................................................................................................................................77 A區(qū)格板的計(jì)算 .............................................................................................................................................77第9章 基礎(chǔ)設(shè)計(jì) ..............................................................................................................................................81. . . .. . 學(xué)習(xí)好幫手 ...................................................................................................................................................81 ...........................................................................................................................81 ............................................................................................................................................81 ............................................................................................................................................82 ...........................................................................................................................................83第10章 結(jié)束語(yǔ) ................................................................................................................................................85參考文獻(xiàn) ................................................................................................................................................................86致 謝 ................................................................................................................................................................88. . . .. . 學(xué)習(xí)好幫手第1章 設(shè)計(jì)條件本建筑為襄樊市市區(qū)一小區(qū)住宅樓。采用鋼筋混凝土全現(xiàn)澆框架結(jié)構(gòu),建筑面積3000 m2,占地面積 m2 。 共六層樓,底層層高 。本。擬建場(chǎng)地為池塘經(jīng)人工填筑而成,地形平坦,場(chǎng)地分層情況如下:第1層為雜填土。 第2層為灰色粘土,厚8m。第3層為褐色粉質(zhì)粘土(未揭穿)。擬建場(chǎng)地范圍內(nèi),淺部填土為上層滯水,主要受大氣降水及地表排水影響,—。承壓孔隙含水層。地下水對(duì)混凝土無(wú)侵蝕性。 氣象條件摘要主導(dǎo)風(fēng)向:東北風(fēng)基本風(fēng)壓: W 0=基本雪壓: S 0=0KN/m2 活荷載查《建筑結(jié)構(gòu)荷載規(guī)范》可知樓面活荷載為: 樓梯活荷載為: KN/m 2 該地區(qū)基本烈度為7度(近震). . . .. . 學(xué)習(xí)好幫手第2章 結(jié)構(gòu)選型及布置主體結(jié)構(gòu)共6層,,填充墻砌240厚空心砌塊磚,門(mén)窗詳見(jiàn)門(mén)窗表,樓層屋蓋均為現(xiàn)澆鋼筋砼結(jié)構(gòu)。板厚取100 mm: 4lhm????該建筑為住宅樓,采用橫向框架承重方案,三柱兩跨不等跨的形式。柱網(wǎng)布置形式詳見(jiàn)建筑平面圖。、柱截面尺寸初估::主梁:L=5400㎜,取500㎜mLh450~67)12/~8(??,取200㎜Hb13/故框架橫縱梁的截面尺寸為bh=250㎜500㎜故框架橫縱梁的截面尺寸為bh=200㎜400㎜:主梁:L=4500㎜,取500㎜mLh375~6)12/~8(??,取200㎜Hb103/故框架梁的截面尺寸為bh=200㎜500㎜. . . .. . 學(xué)習(xí)好幫手估算梁的截面尺寸(㎜)及各層混凝土強(qiáng)度等級(jí) 橫梁(bh)縱梁(bh)次梁(bh)層數(shù)混凝土強(qiáng)度等級(jí) AB跨 BD跨1~6 C30 200500 200500200500 200400框架柱截面尺寸根據(jù)柱的軸壓比限制,按下式計(jì)算:-1計(jì)算:
點(diǎn)擊復(fù)制文檔內(nèi)容
規(guī)章制度相關(guān)推薦
文庫(kù)吧 www.dybbs8.com
備案圖鄂ICP備17016276號(hào)-1