工程结构设计 钢筋混凝土梁配筋设计.doc
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1、【精品文档】如有侵权,请联系网站删除,仅供学习与交流工程结构设计 钢筋混凝土梁配筋设计.精品文档.苏州大学城市轨道交通学院工程结构课程设计报告设计名称: 专业(年级、班) 姓 名: 学 号: 完成日期: 自发组织的讨论小组成员(若有): 目录一钢筋混凝土梁的课程设计任务书2二内力计算5三正截面抗弯承载力计算6四正截面抗弯承载力计算7五斜截面抗剪承载力计算8六斜截面抗弯承载力计算表格9七提示类问题10八配筋图一钢筋混凝土梁的课程设计任务书一、 设计资料1、某建筑的一梁,其尺寸和计算简图如附图所示。2、梁承受的荷载为:所有恒载包括梁自重的标准值, 所有活载的标准值。3、选用材料:受力钢筋为HRB3
2、35钢筋(),其它选用HPB235钢筋();混凝土类似C25等级,其强度随学生学号而变: 本设计学号为11二、设计要求1、梁的内力计算按书上371页的表B.4计算。2、按要求需计算配筋,假设配筋全部在图(c2)截面图的虚线矩形框内。3、先进行正截面抗弯承载力计算,将关键结果列表表示出,按如下方式: 截面关键结果 截面1截面2弯矩计算钢筋面积钢筋选用实际钢筋面积4、再进行斜截面抗剪承载力计算,将关键结果列表表示出,自己设计表格。5、在进行以上计算时,至少给出一个代表性截面的计算全过程。6、用CAD软件绘制梁的模板及其配筋图,包括各个截面的。对于构造配筋,请查阅书上相关规定。可以参考书上P137页
3、的配筋图。7、装订设计计算书一份(装订顺序:封面,目录,任务书,内力计算,正截面抗弯承载力计算,斜截面抗剪承载力计算,配筋图,提示类小问题及其答案,其它如学习总结、感想等)。8、统一使用附件中的封面。9、若有不明之处,可以询问江老师,或自己做个合理假设。10、若参与自发组织的同学小组讨论,请在封面处写出小组成员名字与学号。11、其它要求:(1)页面设置:纸型:A4;页边距:上3.5cm,下3cm,左3cm,右2.5cm;配筋图可以打印成A3后折叠装订;(2)标题字体:黑体;其它字体、字号(含正文):宋体,小四12、截止日期:5月31日;提交一封纸质报告,连同批改好的第一稿。并发一份电子稿(最好
4、是pdf文件)到江老师的qq邮箱。三、 提示类小问题(必做,整理后附在设计之后)Q1:梁的计算简图中,荷载是设计值还是标准值,为什么?Q2: 正截面抗弯承载力计算时,哪些是控制截面?各跨跨中按什么形式的梁计算?矩形梁还是T形梁?支座处呢?Q3:斜截面抗剪承载力计算时,哪些是控制截面?Q4:以上采用了什么极限状态设计方法?还需进行哪些方面的计算,用什么极限状态设计方法?用设计值还是标准值?(对还需进行的计算,这里暂不要求)请根据此问题,好好写一段陈述,单独一页附在斜截面抗剪承载力计算后面。Q5:以上方法采用了弹性理论方法还是塑性理论方法?二者在内力分布和配筋上有何区别?四、 附图(a)梁结构图(
5、b)计算简图(c1)梁的截面图(c2)梁的截面图,同(c1),但更加有利放大中间部分,便于表示矩形框内的配筋二内力计算 = 29.67KN/M边跨 = 5875 mm 中跨 = 5750 mm = = = 0.078 29.67 = 79.878 KN m = = = 0.033 29.67 = 32.371 KN m = = 0.046 29.67 = 45.124 KN m = = = -0.106 29.67 = -107.528 KN m = = = -0.079 29.67 = -77.496 KN m = = 0.394 29.67 = 67.217 KN= = -0.606 29
6、.67 = -103.385 KN= = 0.526 29.67 = 89.737 KN= = -0.474 29.67 = -80.866 KN= = 0.500 29.67 = 85.301 KN三正截面抗弯承载力计算举例计算以截面一为例子: = 7.575 KN/m ; = 14.7 KN/m ; = 300 N/b = 200 mm ; = 2000 mm ; h = 450 mm = 80 mm ; = 35mm(假设布置单排) ; = 415 mm = 11.9 + 0.05 ( 学号 30 ) = 10.95 N/( - ) = 1.0 10.95 2000 80 (415-40
7、) = 657 KNm 79.878 KNm 为第一类T型截面 = = 0.002 = = 0.021 ; = 1 - = 0.021 = = 180 mm四正截面抗弯承载力计算表格 截面关键结果 截面1截面B截面2截面C截面3弯矩 / (KNm)79.878-107.52832.371-77.49645.1240.0210.3230.00860.2050.0120.0210.4040.00860.2320.0120.9890.7970.9960.8840.994/6491154261704365单排/双排单双单单单钢筋选用2 161 182 182 202 142 142 162 16实际钢
8、筋面积/656.51137308710402五斜截面抗剪承载力计算举例计算以截面A与截面为例:A截面 = 1.27 N/ ; b = 200 mm ; = 415 mm; = 10.95 N/= 210 N/ ; = 2.075 67217 N ; 不需要配置箍筋,应按构造配置箍筋 = 1.27 N/ ; b = 200 mm ; = 390 mm; = 10.95 N/= 210 N/ ; = 1.95 103385 N ; 需要按照计算配置箍筋 = 0.327 ; 选双肢 6 作为箍筋,则:S = = 174 mm取 S = 170 mm ,则: = = = 0.168 % = 0.24
9、= 0.145 % 满足题意 ,S = 170 mm六斜截面抗弯承载力计算表格截面关键结果AV/N672171033858973780866853010.25b/N227212.5213525213525227212.5227212.50.7b/N7378769342693427378773787箍筋选用2 62 62 62 62 6S=/mm构造配筋174290891548实际箍筋间距S/mm170=200170170170170七提示类问题Q1:梁的计算简图中,荷载是设计值还是标准值,为什么? 答:设计值对应承载能力极限状态,而且设计值比标准值要大,所以用设计值这样更安全。Q2: 正截面抗
10、弯承载力计算时,哪些是控制截面?各跨跨中按什么形式的梁计算?矩形梁还是T形梁?支座处呢? 答:控制截面为各跨跨中截面,以及支座处截面。 跨中是T形梁,支座处是矩形梁。Q3:斜截面抗剪承载力计算时,哪些是控制截面? 答:I 支座边缘处截面。 II 受拉区弯起钢筋起点截面 III 箍筋截面面积或间距改变处的截面 IV 腹板宽度改变处的截面Q4:以上采用了什么极限状态设计方法?还需进行哪些方面的计算,用什么极限状态设计方法?用设计值还是标准值?(对还需进行的计算,这里暂不要求)请根据此问题,好好写一段陈述,单独一页附在斜截面抗剪承载力计算后面。 答:采用了承载力极限状态,对应的应该使用设计值计算,这
11、样更加安全可靠。然后还要进行最大裂缝宽度计算和最大扰度形变等运算,以满足适用性和耐久性的要求。Q5:以上方法采用了弹性理论方法还是塑性理论方法?二者在内力分布和配筋上有何区别? 答:是弹性理论方法。按弹性理论计算内力分布不但符合平衡条件而且符合变形协调条件,按塑性内力重分部理论虽然任然符合平衡条件,但变形协调关系在塑性铰截面处已不再适用。塑性铰的转动幅度与配筋率有关,为避免受压区混凝土的过早破坏,以实现完全的内力重分布,塑性铰截面的最大配筋率应较一般截面的最大配筋率为低,钢筋且宜用HRB235级,HRB335级。(英文版 ) easily blame, to prevent the broke
12、n window effect. Supervise the leading cadres to play an exemplary role, take the lead in the strict implementation of the and , lead to safeguard the solemnity and authority of the party discipline, ensure that the party discipline and the laws and regulations for implementation in place. Throughou
13、t the discipline in the daily supervision and management, strengthen supervision and inspection, from the thorough investigation of violations of discipline behavior. Strengthen to key areas, key departments and key projects as well as the masses reflect the concentration of the units and department
14、s for supervision. - strengthening supervision, discipline inspection and supervision of cadres to set an example for compliance with the and is a man must be hexyl, blacksmith needs its own hardware. Discipline inspection organs as the executor of the party discipline, and supervisor of the defende
15、rs, for its supervision must be more strictly, discipline inspection and supervision of cadres to firmly establish the awareness of Party Constitution, sense of discipline and rules consciousness, politics loyalty, sense obey. Action speak Ji Ordinance to set an example of the regulations of the rul
16、e of law, strengthen supervision and accept the supervision of the firmness and consciousness, do comply with and . To firmly establish the discipline must first be disciplined, the supervisor will be subject to the supervision of concept, and consciously safeguard and implement party compasses part
17、y, take the lead in practicing three strict real strict, so loyal, clean, play. To be good at learning, the Constitution and the as morality, politics and brought to fruition; to implement , do not want to, dare not, not with disciplinary ruler to supervision; to discipline a ruler, often the contro
18、l inspection, and consciously in the ideological red line to draw the row Ming Good accumulation is indeed the bottom line, so that the heart has fear, said to have quit, the line has ended. Attached: indifferent to heart, calmly to the table in our life, there are many unpredictable things will hap
19、pen, some good, some bad things, we cannot control is powerless to stop, but with time, you will find in life sometimes turns out to be not good, some bad things finally turned out to be a good thing, but then we muddy however did not know, this is the life teach us things. 1, life can be complex, c
20、an also be simple. Want simple life of precipitation, to have enough time to reflect, to make Become more perfect. Life is the most important thing is not to win, but the struggle; not to have conquered, but to have fought well. 2, the plain is the background of life. Live a plain life, give up on t
21、hemselves is not a coward, but the wise answers; not disillusioned after the heart, such as ashes, but experience the storm after the enlightenment; not unrewarding perfunctorily, but calm attitude of life of unrestrained self-confidence. Plain living, there is no noise noisy, no earthly troubles, m
22、ore did not fill in the discontent of desire, some just a calm, a calm. 3, memory of heart will not good things to erase the, life is a When no movie, pain is a beginning, the struggle is a kind of process, death is a kind of ending. Give up this giving up is the helpless, do not give up the abandon
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