Thanks, PEinc.
I am doing a FEM analysis on bridge approach slab and would like to have resonable properties for the concrete slabs normally classed as "A" and "AA".
Jack
Does anyone know how to print an array with variable dimensions in VB?
The following code won't do what I want, it outputs only one column, not rj (10 here) columns.
Open "debug.txt" For Output As #1
rm=10
rj=10
For i = 1 To rm
For j = 1 To rj
Print #1, my_array(i,j)...
MortenA,
To add $, you can use "F4" key, it will save you time.
Before you add "$", place the sursor where you want to add.
Regards,
jackzhong
In ASD steel manual, ninth edition, page 5-54, equation H1-1:
fa/Fa+Cmx fbx/((1-fa/Fex')Fbx) +Cmy fby/((1-fa/Fey')Fby)<=1.0
Should "Cm/(1-fa/Fex')" or "Cm/(1-fa/Fey')" be always greater than 1.0?
Jack McCormac's "structural steel design ASD method" book metioned...
Normally soil overconsolidation ratio (OCR) is related to CPT data as: OCR = k (qc - rD)/(r'D)
Where qc = cone resistance
r = soil unit weight
r' = effective soil unit weight
D = penetration
k = constant
Several references mentioned that the range of k is 0.2...
When you use very high order polynomial trendline, you should be careful about all the constants
You should set the decimal places to a very large number by formatting the data label of the equation.
It looks that 6 significant digits such as "-0.0023" is not enough, you need more...
There are several ways to make your spreadsheet run faster.
For example, copying and pasting by "Range" instead of writing to cells by looping blocks, turning off screen updating by using Application.Screenupdating=False, etc.
