Deflection | search
Click here to view Deflection news from 60+ newspapers.
Bookmark or Share- Cantilever Canopy - Deflection - Structural engineering general ...The details show members that are substantially undersized. After increasing as required for strength, I'm still running into pretty big deflection problems at the cantilever free end. Even after doubling the cantilever length as allowed by IBC, I pull a total deflection from my model that exceeds that value by about 2 inches.
- Allowable Beam Deflection 7 - Eng-TipsAnd deflection assessment errors can actually cause potentially catastrophic effects. A number of years ago I was helping an associate with the design of a new grocery store. The basic layout of the store was identical to a store located in another community, so I was using the other store's structural steel drawings as the base sizing for our ...
- Deflection Load Combinations - Structural engineering general ...What I'm getting at is the primary live load (serviceability) deflection criteria is usually stated separate from load combinations. Live load is usually restricted to L/360 in many codes when you have brittle coverings (such as plaster type ceilings).
- Deflection. Absolute or Relative? 1 - Eng-TipsFor visual or tactile effects, so maximum deflection in any direction, so summing effects and looking at more than xx and yy directions. For effects on attachments or supported items that will be affected by deflection, the deflection over the length of that item, so the local deflection affecting it.
- brick deflection - Structural engineering general discussion - Eng-TipsFrom what I understand, brick deflection limit of L/600 comes from BIA Tech Note 17B for lintel beam. If you are talking about vertical drift of frame, which implies theoretical zero at base and drift X at top, then Height/300 should be applicable due to the cantilever nature.
More
