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HI I have a query about RCC structures supporting steel bin ( contains Rawmaterial ). Steel bin manufacturer has provided the steel bin dead load and material load. Material load stored in bin has huge weight. My question is that should i apply this Material load (which will be constant some times or varying) as Live Load or i should distribute this load in dead and live in certain percentage? Like 60% of Material Load as Dead load and the remaining 40 % as live load.? please suggest
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Read more: http://tribune.com.pk/story/1113109/structure-collapses-fauji-cement-plant-suffers-damage-billions-may-lost/ http://www.dawn.com/news/1261735/fauji-cements-silo-collapse-sinks-shares This is another situation that shows how important structural engineering is.. I was looking up PSX today and noticed that 46.6 million shares of FCCL are being sold yet there is not a single buyer. Thanks.
