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pkpm砖混建模该怎么设计？

浏览：41次 | 提问时间： 06-30 04:52
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3个答案
说好不放弃 06-30 04:53

：1.在QITI程序模块里建模，底部为框架及抗震墙，然后在底部框架上直接建上层砌体结构部分。 上部砌体建模和纯砌体结构建模一样。 2. 建模完成后先用QITI程序计算上部砌体抗震及刚度比，上部砌体抗震及刚度比满足要求后

毁与悔 06-30 05:01

在PMCAD建模时，屋面斜梁不能直接落在下层柱的柱项，斜梁下应输入100mm高的短柱，短柱通常只传递荷载和内力，而没有设计意义。 TAT和SATWE软件只能计算斜粱，对斜屋面的刚度不予考虑。
　　要注意：坡屋面部分计算层高为其坡高的一半， 当坡屋面下有平屋面搁板时，只需注意规范对 总高的限制，若无平屋面搁板，应注意其顶层层高为坡脚下层高+坡高/2)

薰衣草有着淡淡的香 06-30 05:09

主要是设计依据，抗震等级，人防等级，地基情况及承载力，防潮做法，活荷载值，材料等级，施工中的注意事项，选用详图，通用详图或节点，以及在施工图中未画出而通过说明来表达的信息。如：正负零以下应采用水泥砂浆，以上采用混合砂浆。

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