【正文】 N/m+ KN/m= KN/m 活載＝板傳荷載＝ KN/m 屋面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值頂層柱：D軸,A軸柱縱向集中荷載計(jì)算： 女兒墻自重：（做法：墻高1100㎜,100㎜的混凝土壓頂）?????邊柱連系梁自重: ??粉刷： ???連系梁傳來(lái)屋面自重： KN/9/..?邊節(jié)點(diǎn)D，A集中荷載： = Ag6?D中柱連系梁自重: ??粉刷： ??.??連系梁傳來(lái)屋面自重： KN/./.?B節(jié)點(diǎn)集中荷載： ?Bg6：. . . .. . 學(xué)習(xí)好幫手邊柱聯(lián)系梁自重(含粉刷)25+（）217= 次梁自重（含粉刷） 25+（）17=鋼窗自重： 1= KN窗下墻體自重： （）18= KN 窗下墻體粉刷： 2（）17= 框架柱自重(含粉刷)： 25+217= KN聯(lián)系梁傳來(lái)樓面自重： KN 1/???中間層邊節(jié)點(diǎn)集中荷載： KN?DPA中柱聯(lián)系梁自重(含粉刷)： += KN次梁自重(含粉刷)： KN內(nèi)縱墻自重(含粉刷，扣除門洞重加上門重)： （）()18= KN（）()217= KN框架柱自重(含粉刷)： 聯(lián)系梁傳來(lái)樓面自重： KN1/???中間層中節(jié)點(diǎn)集中荷載： 上人屋面均布活荷載標(biāo)準(zhǔn)值 : 屋面雪荷載標(biāo)準(zhǔn)值 : 0kN/m 2 MKNPDB/36.?MKNPBA/?= = KN 6A1/??. . . .. . 學(xué)習(xí)好幫手KN?BP61/???= = KNDA/.1/.7.KN?B1/???第4章 橫向框架側(cè)移剛度計(jì)算、柱的線剛度梁柱混凝土標(biāo)號(hào)均為 C30，E C=*107KN/m2，在框架結(jié)構(gòu)中，現(xiàn)澆層的樓面可以作為梁的有效翼緣，增大梁的有效剛度，減少框架側(cè)移。柱網(wǎng)布置形式詳見建筑平面圖。承壓孔隙含水層。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。 ..........................................................................................................................................1 .....................................................................................................................................................1 ..........................................................................................................................................1 氣象條件摘要 ................................................................................................................................................1 活荷載 ............................................................................................................................................................1 該地區(qū)基本烈度為7度（近震） ..................................................................................................................1第2章 結(jié)構(gòu)選型及布置 ..................................................................................................................................2 .............................................................................................................................2 .....................................................................................................................................................柱截面尺寸初估 .........................................................................................................................................2 .....................................................................................................................................................4第3章 荷載計(jì)算 ......................................................................................................................................................5 .........................................................................................................................................................5 ..................................................................................................................................5．屋面及樓面活荷載計(jì)算 ..............................................................................................................................6．梁，柱，墻，門窗重力荷載的計(jì)算 ..........................................................................................................6．荷載等效轉(zhuǎn)化 ..............................................................................................................................................9 屋面框架節(jié)點(diǎn)集中荷載標(biāo)準(zhǔn)值 ...................................................................................................................10 ...................................................................................................................................11第4章 橫向框架側(cè)移剛度計(jì)算 ..........................................................................................................................1柱的線剛度 .......................................................................................................................................12 ............................................................................................................................................12 柱的線剛度計(jì)算 ..........................................................................................................................................13 ................................................................................................................................13 .............................................................................................................................13 .................................................................................................................................14第5章 橫向水平荷載作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ................................................................................14 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ..............................................................................................14 風(fēng)荷載作用計(jì)算 ...........................................................................................................................................14 ................................................................................................................15. . . .. . 學(xué)習(xí)好幫手 橫向地震力荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ......................................................................................18 基本情況 ...........................