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亲爱的先生/女士,�
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�����������������是好讨论会议是:16700 - 2017,以下是我的查询,请求�草案团队���和其他成员分享视图/�给清晰。

1。�����������Clause 1.6 of IS:16700� will state that “ in case of conflict , clauses given this standard shall be applicable “,� �the following are the conflict with IS 1893-2016

一个。������Damping ratio of concrete as per� clause 6.2.24 of IS :16700 is 2% whereas it is 5% as per 7.2.4 of IS :1893, �is this reduction of damping ratio’s having any relations with building heights.
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B。�������Lateral Drift ratio for factored load combinations limited to �H i/250 in �clause� 5.4� of IS :16700 �whereas �the same drift limits in Is :1893 clause7.11.1� is w.r.t service load combination with� factored �cracked section prosperities .
除了这��漂移率并不指定w.r。t�结构体系:16700�,我们遵循H / 250��不考虑结构体系�如果没有�违规行为。
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2。����Structural system �vs� Height limitations
我们能治疗�澄清以下系统二级/�低度或���平等治疗在横向荷载抵制系统����w.r。其他�t�系统��


框架,结构墙时刻�w.r。t�结构墙位于核心
b。调和墙�w.r。t��与周边结构墙系统
c。结构墙与框架w.r。t�结构墙与周边框架。表明名义帧或��周长帧深梁。



与问候,
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