【正文】 .................................................................20 柱 ci 值 ............................................................................20 梁 bi 值 ...........................................................................21 及 ? 的值 .....................................................................21 jD 值 ...............................................................................22 側(cè)移 ..............................................................................22 第 3 章 非抗震內(nèi)力計(jì)算 ...................................................................22 豎向恒載作用下的 內(nèi)力計(jì)算 .................................................23 均布荷載簡(jiǎn)化 ..............................................................23 屋面梁集中荷載 ...........................................................23 彎矩分配系數(shù) ..............................................................23 桿件固端彎矩 ..............................................................26 洛陽(yáng)理工學(xué)院畢業(yè)設(shè)計(jì)（論文） VI 集中力矩 ......................................................................26 彎矩二次分配法求內(nèi)力 ...............................................27 梁端、柱端剪力 ...........................................................27 柱軸力計(jì)算 ..................................................................31 豎向活荷載作用下的內(nèi)力計(jì)算 .............................................32 荷載簡(jiǎn)化 ......................................................................32 桿件固端彎矩 ..............................................................33 集中力矩 ......................................................................33 彎矩二次分配法求內(nèi)力 ...............................................34 梁端、柱端剪力 ...........................................................34 柱軸力計(jì)算 ..................................................................36 雪荷載內(nèi)力計(jì)算 .....................................................................37 風(fēng)荷載內(nèi)力計(jì)算 .....................................................................37 風(fēng)荷載作用下柱彎矩計(jì)算 ...........................................37 風(fēng)荷載作用下梁端彎矩計(jì)算 .......................................38 風(fēng)荷載作用下梁端剪力計(jì)算 .......................................40 風(fēng)荷載作用下柱軸力計(jì)算 ...........................................41 第 4 章 地震作用下荷載計(jì)算 ............................................................52 分層計(jì)算重力荷載代表值 ....................................................52 自振周期計(jì)算 ........................................................................53 橫向地震作用 ........................................................................54 變形驗(yàn)算 ...............................................................................54 地震作用內(nèi)力計(jì)算 .................................................................55 地震作用下梁端彎矩計(jì)算 ....................................................56 地震荷載作用下梁端剪力計(jì)算 ............................................57 地震荷載作用下柱軸力計(jì)算 ................................................58 第 5 章 內(nèi)力組合 ...............................................................................62 第 6 章 梁柱截面配筋計(jì)算 ...............................................................75 梁的配筋計(jì)算 ........................................................................75 梁支座邊緣截面的彎矩 ..............................................75 洛陽(yáng)理工學(xué)院畢業(yè)設(shè)計(jì)（論文） VII 計(jì)算縱向受拉 鋼筋 ......................................................75 梁斜截面受剪承載力計(jì)算 ..........................................77 柱的配筋計(jì)算 ........................................................................79 剪跨比和軸壓比計(jì)算 ...................................................79 計(jì)算柱的縱向受力鋼筋 ...............................................79 柱斜截面受剪承載力計(jì)算 ..........................................82 框架梁柱節(jié)點(diǎn)核芯區(qū)截面抗震驗(yàn)算 ...........................84 第 7 章 基礎(chǔ)計(jì)算 ...............................................................................86 確定埋深 ...............................................................................86 確定地基承載力特征值 .........................................................86 C 軸基礎(chǔ)計(jì)算 .........................................................................86 初定 C 軸基礎(chǔ)底面積和地基承載力計(jì)算 .................86 基礎(chǔ)高度 .....................................................................87 沖切驗(yàn)算 ......................................................................87 配筋計(jì)算 ......................................................................87 D、 F 軸聯(lián)合基礎(chǔ)設(shè)計(jì) ...........................................................88 初定 D 軸基礎(chǔ)底面積和地基承載力計(jì)算 ..................88 基礎(chǔ)高度 ......................................................................89 沖切驗(yàn)算 ......................................................................89 配筋計(jì)算 ......................................................................89 第 8 章 現(xiàn)澆板設(shè)計(jì)計(jì)算 ...................................................................91 內(nèi)力計(jì)算 ...............................................................................91 跨中彎矩 .....................................................................91 支座彎矩 .....................................................................91 配筋計(jì)算 ...............................................................................91 跨中配筋 .....................................................................91 支座配筋 ......................................................................92 第 9 章 樓梯計(jì)算 ...............................................................................93 AT1 ..........................................................................................93 梯板荷載計(jì)算 .............................................................93 洛陽(yáng)理工學(xué)院畢業(yè)設(shè)計(jì)（論文） VIII 平臺(tái)板荷載計(jì)算 ..........................................................93 梯板配筋計(jì)算 ..............................................................93 梯梁配筋計(jì)算 ..............................................................93 平臺(tái)板配筋計(jì)算 ...........................................................94 AT2 .............................................................................