土木工程教學樓畢業(yè)設計計算書

1、摘要設計部分題目為鴻華華職業(yè)高中教學樓，包括建筑設計和結構設計兩大部分。 該建筑為五層框架結構，建筑總高度為 21.6 米，總建筑面積約為 5218.4 平方米。建筑設計方面，主要完成了建筑物的平面、立面以及剖面設計。該教學樓屬于綜合教學樓，平面布局時首先考慮了房間功能需求。除此之外，又綜合考慮了結構設計方案以及基礎選型等；在這部分中，建筑和結構是相結合來做的。結構設計方面計算了一榀框架的重力荷載、計算了風荷載和橫向水平地震作用及其內力

2、、還計算了豎向恒載作用及其內力。根據最不利組合進行了梁和柱截面設計。除一榀框架外，還進行了板的設計、樓梯的設計以及基礎的設計。關鍵詞：結構設計；橫向框架；豎向荷載；內力組合AbstractThe title of the design is Teaching Building Of the Xinghua vocational high school . It includes architecture design and struc

3、ture design. This is a frame structure. It has 5 floors, and the total height is21.6m, the total construction area is about 5218.4 m2.In architecture design aspect, it has designed the plan view, elevation and sectional

4、drawing of this teaching building. This building is an synthetical teaching building, so when to design the plan view, the function of the room is first considered. In addition , it is considered the structural design sc

5、heme and how to choose the foundation pattern .In this pait, architecture design and structure design is connected..In structure design aspect, it contains the calculation of the gravity load ,and the endogen calculation

6、 when wind or seismic shock force places. it also contains the endogen calculation when dead load places. After the endogen calculation is finished, and designs the section of the beam and column according to the most di

7、sadvantageous combination . It also designs the slab, stairway and foundation. Keywords : Lateral framework；Structural design; Vertical load；Combination of internal force2.3 構件截面尺寸的初步選擇 ..................................

8、.........102.3.1 框架梁截面尺寸 .............................................112.3.2 框架柱的截面尺寸 ...........................................122.3.3 樓板 .......................................................132.4 框架側移剛度的計算 ........

9、.......................................142.4.1 梁﹑柱慣性矩、線剛度、相對線剛度的計算 ....................142.4.2 梁﹑柱相對線剛度計算 .......................................142.4.3 各層橫向側移剛度的計算（D 值法）...........................152.5 荷載計算 .........

10、...............................................162.5.1 資料準備 ..................................................162.5.2 重力荷載代表值的計算 ......................................172.6 橫向水平荷載作用下框架結構的內力和側移計算 .......................

11、202.6.1 橫向自振周期的計算 .........................................202.6.2 多遇水平地震作用及樓層地震剪力的計算 .......................212.6.3 多遇水平地震作用下的位移計算 ...............................222.6.4 水平地震作用下的框架內力計算 ...............................232

12、.7 風荷載作用下框架結構的內力及側移的計算 ...........................272.7.1 風荷載作用下的側移計算 .....................................272.7.2 風荷載作用下的內力計算 .....................................282.8 豎向荷載作用下框架結構的內力計算 .................................