Replacing an Enclosed Back Porch Foundation

  • Thread starter Thread starter 333
  • Start date Start date
Click For Summary
SUMMARY

The discussion focuses on replacing the foundation of an enclosed back porch with a concrete block foundation. The porch measures 8 feet wide by 18 feet long and is single-story with a pitched roof. The estimated weight of the structure is 50 lbs per square foot. Recommendations include considering a W6X20 or W8X28 steel I-beam for support, but caution is advised regarding lateral bracing at midspan. A vertical support at midspan is suggested to reduce the span length to 2.75 meters, ensuring adequate load-bearing capacity.

PREREQUISITES
  • Understanding of structural engineering principles
  • Familiarity with steel I-beam specifications
  • Knowledge of load calculations for construction
  • Experience with concrete foundation installation
NEXT STEPS
  • Research the specifications and load capacities of W6X20 and W8X28 steel I-beams
  • Learn about lateral bracing techniques for steel beams
  • Investigate methods for installing vertical supports in construction
  • Explore best practices for replacing concrete block foundations
USEFUL FOR

This discussion is beneficial for structural engineers, contractors, and DIY homeowners involved in foundation replacement and structural support planning.

333
Messages
1
Reaction score
0
I have an enclosed back porch with a concrete block foundation that must be replaced. It`s foundation is separate from the main home`s foundation as it ajoins at the ends where the main foundation exists and accessed with a door cut out from main foundation.

The porch is 8 feet wide by 18 feet long, single story with pitched roof,asphalt shingles containing nothing more than a deep freezer, closet spaces.

If I assume the structure`s weight as 50 lbs per square feet (?) what size steel I Beam is safely adequate to use to support the weight of the porch while I remove the blocks and install solid form concrete walls? W6X20, W8X28?
 
Engineering news on Phys.org
333: It sounds like a span length of 5.5 m is too long for even a W8 x 28, because it sounds like you do not have lateral bracing near the compression flange at midspan. Therefore, the compression flange could possibly slip laterally, and be unable to carry the load. I do not see an easy way for you to provide lateral support at midspan. Maybe you have ideas. Therefore, could you instead provide a vertical support at midspan? This would reduce your span length to 2.75 m. You can indeed have a laterally-unbraced span length of 5.5 m, if you wish, but it would require a larger beam size (expensive). Let us know.
 
Last edited:

Similar threads

  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 39 ·
2
Replies
39
Views
15K
  • · Replies 1 ·
Replies
1
Views
4K