Transcription of Lect10 - Columns Interaction Diagrams
{{id}} {{{paragraph}}}
Example: stock market
Lect10 - Columns Interaction Diagrams
` =f ~ =. a ~ ~ . rkfsbopfqv=lc=tfp`lkpfk=pqlrq `liibdb=lc=p`fbk`bI=qb`eklildvI=bkdfkbbo fkdI=^ka=j^qebj^qf`p ib`qrob=u a K=g~ =bK=` ~ ~ ~ . ` = =. ` ~ =j~ ~ . Let's try to visualize the effect of strength and the geometry that would correspond to a design for a specific load. Let's take two very prominent materials: Steel: E=29000000psi Concrete: E=3600000psi It is obvious that in order to compensate the strength difference, we will address the geometric form, the cross sectional area. So a Steel column can be way more slender than a concrete column, just to bear the load. t ~ =f =q =b =l =. ` =p \. Imagine the effect of purely axial load applied in this element.
`çäìãåë=Ó= päÉåÇÉêåÉëë This is a general method that we can roughly apply in order to consider how the connections can effect the strength of the
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: