Hi
What's the range of intermediate sections?
I found in FEMA that the sections smaller than W21 are shallow, but what's the start point of Deep sections?
Is W24 Deep section or intermediate?
Thanks
Hi
I have a simple question about Elongation in mechanical property.
Is that meam Ultimate Strain for example for A36 is 0.21?
I’m going to use 3-line Stress – strain diagram.
But according to table (attached), by E= 205000 and Yield stress = 250, so yield strain is 0.001219.
But 120 ε is...
Hi
According thread799-338002
Bolts are A490 and 1.25 in. So A=7.91 cm^2
Pt-bolt= 138.7 kips= 62900 kg
E=2.05 e6 kg/cm^2
I’m going to define 70% Pt = 44000 kg
I defined orthotropic expansin as:
0, 0, 2.1e-6
So AEalpha=34.08 and then T= -1290 degrees
So in predefined load I assigned -1290 for...
Hello all
I’ve modeled the beam to column connection with this material:
E=2e6 kg/cm^2 , 0.3
3 line stress-strain diagram (hardening):
3690 0
3700 0.019756
4880 0.21552
But at result, I have von-mises stress about 6400 kg/cm^2 at some nodes!
Loading is cyclic displacement.
I didn’t define...
Hi
My model has a beam with corrugated Web (using two L-Shape instead of Plain web) (attached picture). Because of big dimension, I’m going to use Symmetry. But is it possible when Web is not plain along the symmetry axis??
thanks
Hello
I'm going to use symmetry in my model (because of many interaction).
My model is a I-shape beam connected to a Box column.
But i don't know that how to use it, i mean should i define the symmetry only along the symmetry axis or for all surface that i can see in the YZ view?(I want to use...
Hi
I applied a cyclic displacement to tip of beam. Now I’m going to find the equivalent Force at this section. By RF, I can find each node force. But for total Force, if I calculate the summation Force of all nodes, regarding to cyclic loading (displacement) and compress and tension in the cross...
Hi
We know that using c3d8 especially for interaction, will cause to convergence better, but why?
when we should use c3d8r? is there a big dufference betwwen them for result or no?
I mean what does the hourglass control do?
thanks inn advance
Hello all engineers
In the beam to mid span of column connection (I shape), (T connection: column Vertical (Y axis), Beam Horizontal (Z axis)), that is under cyclic loading, can we use 2 symmetry condition for axis of beam and column? For XSYM it’s clear (vertical cut), but for YSYM (Horizontal...
Hello everyone
My model has a beam=430 cm welded to extended endplate and with 8 bolt, bolted to a column=550 cm. The setting for interaction is:
Tangential, penalty, friction coeff.=0.2, hard contact.
And others are in attached file.
But each analyze interrupted after about 6 hours (about...
Hello everyone
I modeled a bolt connection (a Beam welded to an Endplate and connected to the Column flange with 4 bolts (A490, 1.25”)) under cyclic loading (general-static) in ABAQUS 6.11. I defined interaction setting. (Units: cm, kg). After analysis, bolts got narrow, because I didn’t...
