【正文】 ess and stress concentration.. The line structure of power transmission as a whole is clear, reasonable force, in line with specifications of the building structural system uses the reinforced concrete frame structure. The main calculation includes gravity load calculation, frame lateral poise calculation, lateral load frame structure of the internal force and lateral calculation, Under the vertical load of the internal force redistribution of the frame structure calculation, section design , Floor calculation and so on. As for the good geological conditions and soil bearing capacity, we use an independent foundation of reinforced concrete column. Seismic building intensity of location is 7 degrees, considering the level of seismic action, without considering the effect on vertical earthquake. According to the engineering geological conditions, frozen soil depth, and the state of the groundwater prehensive consideration, basic buried deeply m. Overall, according to the relevant national norms, referring to the standard atlas, the main structural elements, are pleted with handcounted, others are with PKPM Computer Software auxiliary to plete the building design. Key words: students apartment。 load calculation III 目 錄 摘 要 ..................................................................................................................................... I Abstract ...................................................................................................................................... II 1 工程概況 ................................................................................................................................ 1 設計資料 ..................................................................................................................... 1 基本資料 .......................................................................................................... 1 自然條件 .......................................................................................................... 1 設備條件 .......................................................................................................... 1 地質(zhì) 條件 ........................................................................................................... 1 2 建筑設計方案 ........................................................................................................................ 2 平面設計 ..................................................................................................................... 2 使用功能的平面設計 ...................................................................................... 2 功能組織與平面組合設計 ............................................................................... 3 剖面設計 ..................................................................................................................... 5 房間的高度 ...................................................................................................... 5 建筑空間的組合和利用 .................................................................................. 5 立面設計 ..................................................................................................................... 6 立面造型設計 .................................................................................................. 6 立面顏色設計 .................................................................................................. 7 材料做法 ..................................................................................................................... 7 基礎類型 .......................................................................................................... 7 細部做法及說明 ............................................................................................... 7 3 結構設計方案 ........................................................................................................................ 8 結構方案及布置 ......................................................................................................... 8 結構類型及布置 ............................................................................................... 8 柱網(wǎng)布置 .......................................................................................................... 9 材料選擇 ........................................................................................................... 9 設計活荷載 ....................................................................................................... 9 結構構件尺寸設計 .................................................................................................... 11 梁截面估算 ..................................................................................................... 11 柱截面估算 ..................................................................................................... 11 IV 4 設計計算 ............................................................................................................................... 13 重力荷載計算 ............................................................................................................ 13 屋面及樓面的永久荷載標準值 ..................................................................... 13 屋面及樓面可變荷 載標準值 ......................................................................... 13 梁、柱、墻、門、窗重力荷載計算 ............................................................. 13 重力荷載代表值 ............................................................................................. 15 框架側移剛度計算 .................................................................................................... 16 橫向水平荷載作用下框架結構的內(nèi)力和側移計算 ................................................ 18 橫向水平地震作用下框架結構的內(nèi)力和側移計算 ..................................... 18 橫向風荷載作用下框架結構內(nèi)力和側移計算 ............................................. 26 豎向荷載下框架結構的內(nèi)力計算 ...................