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rekcah

rekcah

rekcah is an esteemed member of CrazyEngineers since Nov 2, 2012

Posts contributed
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Nov 11, 2012
is there any materials engineer in here? it is possible to design a concrete mix up to 100Mpa cylindrical strength? if possible can you give me an idea how to...
Nov 8, 2012
i suggest also you should model you plan in some structural analysis program, in order you can investigate if that is possible or not. how many storey you want to...
Nov 6, 2012
hi everyone, thus anyone who have an idea what is the thickness of solid slab which is not require a double reinforcement (top and bot).
Nov 6, 2012
im using staad pro v8i, how about if you are using a master slave command represent as you diaphragm, how would it deal with etabs? by the way is their...
Nov 4, 2012
In designing seismic analysis or windload: What are the effect of slab opening? and how would be this model in structure in order the diaphragm cannot be affected and still...
Nov 4, 2012
Concrete expands and shrinks with changes in moisture and temperature. The overall tendency is to shrink and this can cause cracking at an early age. Irregular cracks are unsightly and...
Nov 3, 2012
i just read this one in csi knowledge: #-Link-Snipped-# Rigid diaphragms have infinite in-plane stiffness properties, and therefore they neither exhibit membrane deformation nor report the associated forces, whereas semi-rigid...
Nov 3, 2012
just take a look for this one: #-Link-Snipped-# hope it helps
Nov 3, 2012
in staad rigid here are some explaination regarding your query: 1. Rigid Floor Diaphragm which assumes that the floor is very rigid to experience any in-plane and out-of-plane deformation. The...
Nov 2, 2012
just download ACI-318 in CHAPTER 13—TWO-WAY SLAB SYSTEMS, it explain how the loads distributed from the slabs to the beam
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    rekcah joined CrazyEngineers on Nov 2, 2012

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