hello
I have a question about the force coefficient Cf for trussed towers with square cross section, to find the ratio in a square tower with round tubular tubes, how do I calculate the ratio exposed to the wind?
Hi guys,
i need to design an accessory used in bobcat for soy grain
the accessory is this ...
Will you have drawings, or will I calculate that plate to adapt the beam?
Hi engineers,
I am analyzing the forces of an elevator in the tower that supports it, could you please help me to see if any forces are missing?
The tower has a rack in the center of the horizontal profiles and the elevator has the gear, in addition to wheels in the corners, due to the...
Hello, could you help me with a problem in sap2000, I try to design reinforcement in beams but due to the amount of elements the sap2000 uses a lot of resources from my laptop, how can I simplify my design?
Hi everybody,
I try to calculate the reactions of arch frame and comparate with SAP2000, but the results are very different, about formulary:
but in SAP2000, the horizontal result is 0.38 kN,
Do you have some idea, probably configuration in SAP2000?
Thanks.
Hi
please, I need to restrict the movement in bar ... (I want it to move only in the direction of the red arrows)
The force is applied on the diagonals (bar 3-60 and bar 4-60)
Thanks.
Hi,
I m searching european standar for design cables (wire rope strand) but is expensive, u know the combinations to design and select a cable from a manual.
Thanks u.
Hello
I made a model in ansys and obtained the Stress - Strain curve, to save computing time I used the symmetry divided the model in two and the curve obviously differs from an entire model, how can I correct that curve of a model in half?
How do I analyze a column like truss?
I tested the main lines with the total length and the bracing connected to the main lines but the calculation exceeds the capacity ratio
However, I see many structures with these sections and I decided to try dividing the column into several sections in...
Hi
I am analyzing a joint K of rectangular hollow section, my doubt is the elongation I can take a point or I need an area, because in a point I put the sensor of medition (galga) to plot force - deformation curve.
Model in Ansys
Force - deformation curve
Hello,
I have a curve which I get as a result of analyzing in Ansys, my question is, until when should I stop analyzing, I am increasing the strength and the curve continues to grow, but how do I define the fracture, under what criteria to stop increasing the force acting on the model ?.
Thanks
Hi
I try to calculate a steel structure, but I need the load by fire pipe, sprinklers ... you know an approximate load to calculate? and those dead are live or dead?
Thanks.
Hi everybody.
I'm designing cables using ASCE19-10, in 3.3.1 Design Strength state I need Sn (nominal cable strength) but in Standard A1023 (stranded carbon steel wire ropes) tables only states Minimum breaking force, How I get the nominal strength?
Thanks.