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六層辦公樓設(shè)計(jì)畢業(yè)設(shè)計(jì)計(jì)算書(shū)-wenkub

2023-07-10 17:08:52 本頁(yè)面
 

【正文】 ...................................................................... 5 樓面修飾做法 ......................................................................................................... 5 屋面做法 ................................................................................................................. 5 門窗做法 ................................................................................................................. 6 3 結(jié)構(gòu)部分 ........................................................................................................7 工程概況 ............................................................................................................................ 7 工程簡(jiǎn)介 ................................................................................................................. 7 結(jié)構(gòu)體系的選擇 ................................................................................................................ 7 畢業(yè)設(shè)計(jì) II 截面尺寸 ............................................................................................................................ 7 確定梁截面的尺寸 ................................................................................................. 7 確定柱截面的尺寸 ................................................................................................. 7 計(jì)算簡(jiǎn)圖與單元 ................................................................................................................ 7 各層層高的確定 ..................................................................................................... 8 梁柱線剛度計(jì)算 ..................................................................................................... 8 剛度計(jì)算簡(jiǎn)圖 ......................................................................................................... 9 標(biāo)準(zhǔn)荷載計(jì)算 .................................................................................................................... 9 屋面荷載標(biāo)準(zhǔn)值計(jì)算 (上人 ) .................................................................................. 9 樓面標(biāo)準(zhǔn)荷載 ....................................................................................................... 10 衛(wèi)生間、陽(yáng)臺(tái)荷載 ............................................................................................... 10 走廊標(biāo)準(zhǔn)恒載 ....................................................................................................... 11 梁自重 ................................................................................................................... 11 柱自重 ................................................................................................................... 12 墻體荷載 ............................................................................................................... 12 女兒墻自重 ........................................................................................................... 13 門窗自重 ............................................................................................................... 13 樓板的計(jì)算 ......................................................................................................... 13 標(biāo)準(zhǔn)荷載的計(jì)算 ................................................................................................. 13 內(nèi)力計(jì)算 .......................................................................................................................... 15 雙向板彎矩計(jì)算 ................................................................................................... 15 支座彎矩的計(jì)算 ................................................................................................... 16 配筋計(jì)算 ............................................................................................................... 17 框架恒載、活載計(jì)算 ...................................................................................................... 18 框架恒載計(jì)算 ....................................................................................................... 18 豎向荷載作用下的框架 ....................................................................................... 21 框架荷載簡(jiǎn)圖 .................................................................................................................. 23 恒載作用下的內(nèi)力計(jì)算 ....................................................................................... 23 活載作用下的內(nèi)力計(jì)算 ....................................................................................... 24 風(fēng)荷載作用下的內(nèi)力計(jì)算 ................................................................................... 25 畢業(yè)設(shè)計(jì) III 內(nèi)力組合 ............................................................................................................... 28 截面配筋的計(jì)算 .............................................................................................................. 29 框架柱截面設(shè)計(jì) (D 軸 ) ......................................................................................... 29 框架梁截面設(shè)計(jì) ................................................................................................... 40 樓梯設(shè)計(jì) ........................................................................................................................ 44 基礎(chǔ) 設(shè)計(jì) ........................................................................................................................ 48 .................................................................... 錯(cuò)誤 !未定義書(shū)簽。 施工進(jìn)度安排 ................................................................................... 錯(cuò)誤 !未定義書(shū)簽。 總平面布置 ............................................................................ 錯(cuò)誤 !未定義書(shū)簽。 樓梯模板 ................................................................................. 錯(cuò)誤 !未定義書(shū)簽。 混凝土工程 ........................................................................................ 錯(cuò)誤 !未定義書(shū)簽。 雙排腳手架搭設(shè)的要求 ......................................................... 錯(cuò)誤 !未定義書(shū)簽。 材料要求 .................................................................................
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