Span distance 150x50 steel tubing

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The discussion centers on the feasibility of spanning 8 meters with 150 x 50 x 3mm steel tubing for a patio without a midspan post. It is noted that without a central post, the steel tube would be overstressed, necessitating additional support. The maximum allowable span between posts is calculated to be approximately 5.14 meters, assuming a tensile yield strength of 275 MPa and a patio height of no more than 1200 mm. Concerns are raised about the attachment of purlins to the steel tubing and the potential for lateral movement. Overall, proper structural support and adherence to building codes are emphasized for safety and stability.
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I'm designing a patio which is connected to a house on one side, 8m x 2.4m

150 x 50 x 3mm steel tubing around the outside with 140 x 50 hardwood purlins, spaced at 1m intervals (2.4m long each).

I would like to span the 8m with only posts on the ends. Is this possible or will there be to much sag?

Thanks
Dan
 
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DANger-is: With no midspan post, your given 8 m steel tube would be overstressed. Therefore, a post at the midspan of your given 8 m steel tube is also needed.
 
Isn't there standards for this? You can't lookup the building codes?
 
Thanks for getting back to me nvn. I'm trying to span as fare as possible withou having a support in the middle. Given that the beam can overhang the posts, I would think I could span the rhs 6.5 m between supports. Which would result in approximately 600 mm overhang on both ends. Any thoughts?
 
DANger-is: What is the material specification, and tensile yield strength (Sty), of your RHS? Assuming Sty = 275 MPa, then the maximum allowable span length between your two posts would be L1 = 5140 mm, using your current steel tube cross section size and wall thickness. This assumes your patio is no more than ~1200 mm above the ground. If the patio elevation exceeds roughly 1200 mm, then the allowable span length L1 would be less.

Are your "purlins" (joists) actually attached to your RHS? And is the midspan of your first RHS attached to the house? Or can your joists slip longitudinally (horizontally), such that your outer RHS has no midspan lateral (horizontal) support near its compression flange?
 
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