砌体结构课程设计

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1、墙体内力计算学号屋面恒荷载屋面活荷载L-1截面楼面恒荷载楼面活荷载130.7250×5002.52232.0250×55032.5330.7250×6003.53432.0250×5502.52530.7250×50032.5640.7250×6002.52742.0250×5502.53840.7250×50032.5942.0250×6003.521040.7250×5503.531150.7250×5002.521252.0250×55032.51350.7250×6003.531452.0250×5502.521550.7250×500

2、32.51632.0250×5002.52.51740.7250×600331852250×550221930.7250×6002.52.52042250×55033过梁设计与计算已知钢筋混凝土过梁净跨ln（按学号根据表1选取），过梁上墙体高度1400mm，砖墙厚度h＝240mm，采用MU10粘土砖、M5混合砂浆砌筑而成。在窗口上方1400mm处，由楼板传来的均布竖向荷载中恒载、活载（其设计值按学号根据表1选取），砖墙自重取5.24kN/m2，混凝土容重取25kN/m3，试设计该钢筋混凝土过梁。学号过梁净跨（m）过梁截面楼板传来恒载（设计值）K

3、N/m楼板传来活荷载（设计值）KN/m212.4240×25084222.7240×25085233240×25086242.4240×30096252.7240×30095263240×30094272.4240×250106282.7240×250105293240×250104302.4240×30074312.7240×30075323240×30076332.4240×25073342.7240×25093353240×25083（1）荷载计算（2）钢筋混凝土过梁的计算（3）过梁梁端支承处局部抗压承载力验算墙梁设计与计算1学号托梁截面

4、静荷载标准值活荷载标准值楼面屋面楼面屋面36250×700231.50.537250×7002.5321.538250×700332.5239250×75023.521.540250×7502.53.52.5241250×750341.51.542250×80033.52.51.543250×8002.542244250×800241.50.545250×850342.50.546250×8502.531.51.547250×85023.51.5248250×900222249250×9002.522.50.550250×900331．52.5

5、墙梁设计与计算2学号L0H0hbhwhhfbf1bf2aasbhhhQ1Q2516.053.2250.752.850.240.241.51.651.2751.51.8222100526.23.2250.752.850.240.241.51.651.2751.51.8222102536.63.2250.752.850.240.241.51.651.2751.51.8222104546.43.2250.752.850.240.241.51.651.2751.51.8222106556.53.2250.752.850.240.241.51.651.2

6、751.51.8222108566.053.2250.752.850.240.241.51.651.2751.51.8223110576.23.2250.752.850.240.241.51.651.2751.51.8223112586.63.2250.752.850.240.241.51.651.2751.51.8223114596.43.2250.752.850.240.241.51.651.2751.51.8223116606.53.2250.752.850.240.241.51.651.2751.51.8223118616.053.22

7、50.752.850.240.241.51.651.2751.51.8224120626.23.2250.752.850.240.241.51.651.2751.51.8224122636.63.2250.752.850.240.241.51.651.2751.51.8224124646.43.2250.752.850.240.241.51.651.2751.51.8224126656.53.2250.752.850.240.241.51.651.2751.51.8224128挑梁的设计与计算学号FKg1kq1kg2kg3kq3k66361.4

8、10132.067371.49142.068381.88151.869391.87161.8703102.06131.471462.010141.47