How do I apply the specifications of ASTM-E1300 for laminated glass with 3 plies of glass and 2 interlayers? Can I simply add all layers together and use the equivalent minimum thickness as in 3.2.3.2 and extrapolate the values in Table 4? The design I'm checking uses 3-10mm plies with...
How do I apply the specifications of E1300 for laminated glass with 3 plies of glass and 2 interlayers? Can I simply add all layers together and use the equivalent minimum thickness as in 3.2.3.2 and extrapolate the values in Table 4? The design I'm checking uses 3-10mm plies with 2-1.52mm PVB...
By references, I meant people who have used them that I could talk to, see if there are bugs or pitfalls that aren't apparent from the locked versions.
Has anyone purchased the spreadsheets found at www.engineering-international.com and could vouch for their accuracy and/or value? They seem well put together, but the creator, a Daniel Tian Li, SE out of California, would not give me references when I contacted him, citing 'marketing games' he...
There is nothing wrong with my analysis, I am aware that I am near material rupture.
My question was on the interpretation/quantification of the statement in the code.
Putting together an analysis of an existing bent plate connecting element, ~200in^2 total. FEA is showing an area of ~3in^2 exceeding material yield strength, peaking at about 160%. (A36 steel hitting nearly 60ksi)
Does anyone know how to quantify the allowance in the code, as written at the...
