odisseo 18
Guest
What do you mean by ropemolla, on which principle is based? thanks to those who want to answer and wish
meccanicamg
Guest
Googolando is not found. It is certainly not an expression, but it will be a dialectal word.
If we're talking about lean beams and we've got reticulation beams that hold the bending effort, what do you want to know?
If you make a drawing of what you're talking about, we can give you some extra indication.
If we're talking about lean beams and we've got reticulation beams that hold the bending effort, what do you want to know?
If you make a drawing of what you're talking about, we can give you some extra indication.
meccanicamg
Guest
a beam placed horizontally resting at the extremes having any flets in the center. if the field is too high compared to the static moment of section, it has that the beam bends so much until it collapses.
if a second beam is fixed to the above beam, or pulling rope, or spring rope, by means of cross-sections, it is obtained that the main beam is pushed down with superior fibres in compression and lower fibers in traction. the spring rope reacts to the bending of the main beam tracing itself.
It is known that very slender beams resist very tensile and very little compression because they fall under their load.
therefore the spring rope is a tie and as such improves the stiffening response of the main structure.
Actually, we're still here http://www.cad3d.it/forum1/threads/44863-chiarimento-su-capriate-e-fravi-armate
if a second beam is fixed to the above beam, or pulling rope, or spring rope, by means of cross-sections, it is obtained that the main beam is pushed down with superior fibres in compression and lower fibers in traction. the spring rope reacts to the bending of the main beam tracing itself.
It is known that very slender beams resist very tensile and very little compression because they fall under their load.
therefore the spring rope is a tie and as such improves the stiffening response of the main structure.
Actually, we're still here http://www.cad3d.it/forum1/threads/44863-chiarimento-su-capriate-e-fravi-armate
odisseo 18
Guest
Excuse me, are the pre curved reticolar beams always? I'm sorry if I'm repetitive, I didn't understand how to dimensional reinforcement according to the section on the field and the flow rate. 
meccanicamg
Guest
exactly as you attached drawing travature reticulate.
If you want to cancel or reduce the curvature you have to strain. therefore it is necessary to review the beam to understand the efforts and reactions.
If you want to cancel or reduce the curvature you have to strain. therefore it is necessary to review the beam to understand the efforts and reactions.
odisseo 18
Guest
Thanks to the clarification and your intervention, excuse me if I have returned to the subject, but you technicians express you with technical terms, the performers with other perhaps dialectical ones, but in fact it is the same subject