| 资源(49) | 时长( 06:16:35) | 播放量(96749) |
|---|---|---|
1-1钢筋工程量计算规则（7.2修改） |
00:06:18 | 2245 |
|
1-2抗震等级 |
00:04:06 | 2073 |
|
1-3砼保护层最小厚度 |
00:05:24 | 2035 |
|
1-4受拉钢筋锚固长度（7.2修改） |
00:08:36 | 2080 |
|
2-1 楼层框架梁KL纵筋在端支座锚固 |
00:06:25 | 2023 |
|
2-2 楼层框架梁KL通长筋计算实例 |
00:06:23 | 2024 |
|
2-3 楼层框架梁KL支座负筋构造和计算实例 |
00:07:40 | 2037 |
|
2-5 梁箍筋构造 |
00:03:20 | 1977 |
|
2-6箍筋计算 |
00:07:05 | 1970 |
|
2-7楼层框架梁KL侧面纵筋和拉筋计算 |
00:07:00 | 1966 |
|
2-8 附加吊筋构造 |
00:02:24 | 1940 |
|
2-9 悬挑梁钢筋构造 |
00:03:45 | 1935 |
|
2-10楼梯梁钢筋构造 |
00:05:20 | 1862 |
|
2-11基础梁纵向钢筋构造 |
00:09:08 | 1922 |
|
2-12非框架梁配筋构造 |
00:08:00 | 1990 |
|
3-1有梁楼盖楼面板配筋构造 |
00:06:46 | 2010 |
|
3-2有梁楼盖楼面板钢筋计算实例 |
00:16:10 | 2078 |
|
3-3悬挑板、折板、板翻边的钢筋构造 |
00:04:13 | 2026 |
|
3-4悬挑板阳角和阴角的钢筋构造 |
00:04:08 | 1981 |
|
3-5板开洞与洞边加强筋构造 |
00:05:23 | 1993 |
|
3-6AT、BT型梯板配筋构造 |
00:06:22 | 1974 |
|
3-7AT型梯板钢筋计算实例 |
00:06:30 | 1982 |
|
3-8独立基础底板配筋构造 |
00:09:20 | 1956 |
|
3-9基础梁下条形基础底板配筋构造 |
00:05:35 | 1951 |
|
3-10墙下条形基础底板配筋构造 |
00:04:34 | 1951 |
|
3-11梁板式筏形基础平板LPB钢筋构造 |
00:04:35 | 1953 |
|
4-1柱纵向钢筋在基础中构造 |
00:07:08 | 1991 |
|
4-2柱纵向钢筋在嵌固部位的连接构造 |
00:06:24 | 1988 |
|
4-3柱纵向钢筋在中间层的连接构造 |
00:10:03 | 1983 |
|
4-4框架柱柱顶纵向钢筋构造 |
00:13:58 | 1996 |
|
4-5柱箍筋加密区构造 |
00:07:46 | 1980 |
|
4-6柱箍筋长度计算分析 |
00:06:30 | 1957 |
|
4-7柱箍筋长度计算实例 |
00:12:57 | 1934 |
|
4-8圆形箍筋和螺旋箍筋计算 |
00:02:56 | 1916 |
|
4-9柱纵筋计算实例 |
00:14:34 | 1955 |
|
5-1剪力墙构成分析 |
00:04:03 | 1942 |
|
5-2墙身竖向分布钢筋在基础中构造 |
00:17:10 | 1975 |
|
5-3墙身竖向分布钢筋在中间层构造 |
00:07:02 | 1894 |
|
5-4墙身竖向分布钢筋在顶层构造 |
00:05:08 | 1935 |
|
5-6墙身洞口补强构造 |
00:08:58 | 1882 |
|
5-7墙身钢筋数量计算分析 |
00:08:11 | 1863 |
|
5-8墙柱钢筋构造 |
00:17:26 | 1945 |
|
5-9连梁钢筋构造 |
00:05:49 | 1884 |
|
5-10暗梁钢筋构造 |
00:01:29 | 1874 |
|
6-1钢筋算量软件介绍 |
00:10:36 | 1933 |
|
6-2软件算量计算设置 |
00:08:14 | 1920 |
|
6-3软件算量流程 |
00:10:13 | 1946 |
|
2-4KL、WKL中间支座纵向钢筋构造 |
00:03:39 | 2091 |
|
5-5墙身水平分布钢筋构造 |
00:21:51 | 2031 |