The ASCE Tension Membrane Committee made major revisions to ASCE Learn more about the updated standard here. Tensile Membrane Structures (ASCE/SEI ) (Asce Standard) [American Society of Civil Engineers] on *FREE* shipping on qualifying offers. ASCE/SEI updates the previous edition (ASCE/SEI ) and replaces Standard ASCE , Air-Supported Structures, thus placing those guidelines.
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Tensile Membrane Structures (ASCE/SEI 55-10)
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I’m reading through ASCETensilie Membrane structures, since I ‘m reviewing a design for a simple arch style tension membrane building. I’m trying to figure out the intent of Life-Cycle Factor, Secton 4. As I read through the section, I get the impression this life cycle factor applies to the membrane and cables – and not to the supporting steel arch structure??? Can anyone sace familiar ase this code verify whether this is the case?
There is also another provision, 4. What would be a typical consideration of this? Seems logical to me that an increase in applied wind pressure to the structure should be considered as a slack membrane will catch more wind than a tensioned membrane. But how would such a increase be quantified? Red Flag This Post Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.
Tensile Membrane Structures – ASCE – Structural engineering other technical topics – Eng-Tips
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