Search results for query: *

Thanks u!

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?

thank u !

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?

thanks u all !

Hello, I am evaluating an elevator tower. The tower mast shows displacements not contemplated and produces premature wear in the pieces, so they asked me to calculate the structure, I already have almost all the loads according to the corresponding standards and I still need to calculate the...

How to calculate the braking force on a vertical freight elevator?

with a free-body diagram, my concern is now to calculate the braking force of the elevator, will you have knowledge of it?

Hello, it is for the tributary area the pinion covers more reaction than the corners

Thanks desertfox, Now the issue is, I need to introduce those loads in sap2000 without drawing the elevator, that is, only the tower that supports it and the loads. Do you have an idea of ​​what charges to enter? I was thinking of entering the torques but as I represent the reaction forces of...

Hi desertfox, I think the system is in balance?

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...

Hi, I try to design a steel elevator structure, pls what are the load combinations ultima and service conditions, could you tell me the standard?

sorry i meant truss beam steel and truss column steel in excel

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?

Do you know of programs or spreadsheets to design reinforcement in beams and columns?

Hi because i was using laboratory computer's

Hello, Right now I do not have sap2000, I wanted to verify that arch frame with the measures that I indicate to optimize the structure in the software, however due to the inconsistency in the reactions I am using only excel.

Hello everybody, I checked the calculations and apparently everything is fine. At this stage I still do not go to see the section of the profile, which if I tried that the columns and the arch are of the same section. I have not moved the modifiers.

Hi, u right ! .. I update arc by parabolic but results is similar .. equation about formulary: y=4f*(1-X/L)x/l