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

工商銀行支行顯豎隱橫玻璃幕墻設計計算書(存儲版)

2025-10-09 17:10上一頁面

下一頁面
  

【正文】 .......................................................................................................6 地面粗糙度分類等級: ............................................................................................................6 抗震烈度: ..............................................................................................................................6 3 幕墻承受荷載計算 .............................................................................................................................6 風荷載標準值的計算方法: .....................................................................................................6 計算支撐結(jié)構(gòu)時的風荷載標準值: ...........................................................................................7 計算面板材料時的風荷載標準值: ...........................................................................................8 垂直于幕墻平面的分布水平地震作用標準值: ..........................................................................8 作用效應組合: .......................................................................................................................8 4 幕墻立柱計算 ....................................................................................................................................9 立柱型材選材計算: ................................................................................................................9 確定材料的截面參數(shù): .......................................................................................................... 11 選用立柱型材的截面特性: ................................................................................................... 11 立柱的抗彎強度計算: .......................................................................................................... 12 立柱的撓度 計算: ................................................................................................................. 12 立柱的抗剪計算: ................................................................................................................. 13 5 幕墻橫梁計算 .................................................................................................................................. 13 橫梁型材選材計算: .............................................................................................................. 14 確定材料的截面參數(shù): .......................................................................................................... 16 選用橫梁型材的截面特性: ................................................................................................... 17 幕墻橫梁的抗彎強度計算: ................................................................................................... 17 橫梁的撓度計算: ................................................................................................................. 18 橫梁的抗剪計算: (三角荷載作用下 )....................................................................................... 18 6 玻璃板塊的選用與校核 .................................................................................................................... 19 玻璃板塊荷載計算: .............................................................................................................. 20 玻璃的強度計算: ................................................................................................................. 21 玻璃最大撓度校核: .............................................................................................................. 22 7 連接件計算 ...................................................................................................................................... 23 橫梁與角碼間連接: .............................................................................................................. 24 角碼與立柱連接: ................................................................................................................. 24 立柱與主結(jié)構(gòu)連接: .............................................................................................................. 26 8 幕墻埋件計算 (后錨固結(jié)構(gòu) ) .............................................................................................................. 28 荷載值計算: ........................................................................................................................ 28 錨栓群中承 受拉力最大錨栓的拉力計算: ............................................................................... 28 群錨受剪內(nèi)力計算: .............................................................................................................. 29 錨栓或植筋鋼材破壞時的受拉承載力計算: ........................................................................... 30 混凝土錐體受拉破壞承載力計算: ......................................................................................... 30 錨栓或植筋鋼材受剪破壞承載力計算: .................................................................................. 32 混凝土楔形體受剪破壞承載力計算: ..................................................................................... 33 混凝土剪撬破壞承載能力計算: ............................................................................................ 34 拉剪復合受力承載力計算: ................................................................................................... 35 9 幕墻焊縫計算 .................................................................................................................................. 35 受 力分析: ............................................................................................................................ 35 焊縫特性參數(shù)計算: .............................................................................................................. 35 焊縫校核計算: ..................................................................................................................... 36 10 顯豎隱橫玻璃幕墻膠類及伸縮縫計算 ............................................................................................. 36 抗震設計下結(jié)構(gòu)硅酮密封膠的寬度計算: ............................................................................. 36 結(jié)構(gòu)硅酮密封膠粘接厚度的計算: ......................................................................................
點擊復制文檔內(nèi)容
環(huán)評公示相關(guān)推薦
文庫吧 www.dybbs8.com
備案圖鄂ICP備17016276號-1