rekcah

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...

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...

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).

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...

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...

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...

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...

just take a look for this one: #-Link-Snipped-# hope it helps

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...

just download ACI-318 in CHAPTER 13—TWO-WAY SLAB SYSTEMS, it explain how the loads distributed from the slabs to the beam