Hi To All
I have a client that is asking to run his round HVAC in the flat concrete slab... the issue is that the pipes are 150mm in diameter and the flat slab thickness is 230mm ... I am trying to find a provision in the Canadian code or a paper... I found in the ACI318 clause 6.3.5.1 that the...
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I am trying to start learning the pushover analysis in ETABS... Is there any guides on how to do that.. or steps that anyone recommends?
Thanks
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I am fairly new in ETABS and I have now a situation where not all the walls are to be used to resist the lateral seismic forces. Or on other words I have existing walls and I want to introduce to a structure new shear walls that should take the seismic forces up to a certain floor...
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Due to space restrictions, is it possible to place the wooden joists directly on an I-Beam without having any wood nailer between the wooden joists and the I-beam, it is noted here that at the end of the joists there is a 2 1.3E LVL's (i.e. the LVL's are running along the I-beam) ...