Excellent explanation. Also, please include another video to explain how to evaluate the roof load on a hip rafter beam which is not uniformly loaded, but rather triangularly loaded in reality.
So if I have a shed roof 12' x 24' long with rafters to a ledger board screwed to a vertical wall, is the ledger considered a supporting ridge carrying 1/2 the shed roof area ( two tributary loads, 6'x24' to ledger and 6'x24' to the beam at the birdsmouth) or is the beam carrying the entire load (one tributary)
Thanks for the clear explanations. This video is the closest so far to helping me understand how much load my roof can bear. Question: does the number of trusses and studs change the load-bearing quality of the roof?
If I understand your question correctly, yes. If the rafters/trusses are spaced closer together, their tributary area is less, so the uniform load they can withstand will be higher. Therefore, the roof can withstand more load as a whole. This applies to studs in the wall as well. As the number increases, the tributary area decreases for each stud, so the allowable uniform load can be increased since it’s applied over a smaller area.
I'm trying to build a screened in porch on top of an existing deck and trying to calculate the linear load on the joist to know if I need to add deck beams. This was helpful but it would be great if it showed the assumed material sizes i.e. 2x6 or 2x8.
If the roof is a shed style with one wall 12 ft and the other wall 8 ft high, Does all of the roof load fall on the lower wall? Or half? Thank you for your help and useful video
David Sanders there are 2 types of horizontal bracing: collar rafters and tie rafters. Collar rafters keep the Rafters (diagonal wood) from detaching from the Ridge Board in the center. Tie Rafters (ceiling joists) keep the outside walls from bowing out. Neither of them really support any weight. I'm also learning all of this and hope this helps.
Correction: For the example of the rafters with the ridge beam, (i.e. the one with the three tributary areas), the ridge beam calculation is 8' x 19' = 152 sf and not 104.5 sf, therefore, the ridge load is 152 sf * 40 psf = 6,080 1b. The error here is the introduction of the 104.5 sf tributary width into the ridge calculations. The 104.5 sf tributary width is appropriate for the calculations of the load that is carried by each of the two exterior walls. This is: tributary area = (4' + 1.5') x 19' = 104.5 sf; wall load = 104.5 sf * 40 psf = 4,180 Ib. Total roof load = 4,180 Ib + 6,080 Ib + 4,180 Ib = 14,440 Ib. Just saying to clear up the confusion.
yes!I we now see 14,400 lbs.spread outon on walls...but what do we do with this number?I know a 2x4stud walls are adequate to support this,as we have been doing this since 1870.So..
Excellent explanation!!! Wish you had more on the topic of structural load analysis like this. Great job!!
Really like the sketchup model as a visual aid. Great explanation.
Excellent explanation. Also, please include another video to explain how to evaluate the roof load on a hip rafter beam which is not uniformly loaded, but rather triangularly loaded in reality.
Currently learning this calculation for my job. Thank you for the instruction!
This structure load explanation is so clear. Why don't you guys continue to offer such courses?
Finally a uniform load vid without the British accent and the metric measurements.
Do you guys have a video of wind uplift and the needed tie-down PSF required?
Is it required to consider wind load
thanks for the great video with clear explanation
Thank you so much for this informative video and I would like to learn more. May you help me find more of this video from this channel?
Great simple illustrations giving the basics. Makes it easy to understand
So if I have a shed roof 12' x 24' long with rafters to a ledger board screwed to a vertical wall, is the ledger considered a supporting ridge carrying 1/2 the shed roof area ( two tributary loads, 6'x24' to ledger and 6'x24' to the beam at the birdsmouth) or is the beam carrying the entire load (one tributary)
Thanks for the clear explanations. This video is the closest so far to helping me understand how much load my roof can bear. Question: does the number of trusses and studs change the load-bearing quality of the roof?
If I understand your question correctly, yes. If the rafters/trusses are spaced closer together, their tributary area is less, so the uniform load they can withstand will be higher. Therefore, the roof can withstand more load as a whole.
This applies to studs in the wall as well. As the number increases, the tributary area decreases for each stud, so the allowable uniform load can be increased since it’s applied over a smaller area.
I'm trying to build a screened in porch on top of an existing deck and trying to calculate the linear load on the joist to know if I need to add deck beams. This was helpful but it would be great if it showed the assumed material sizes i.e. 2x6 or 2x8.
great video...expecting more subject from u ..thanku
Minor correction at 9:50 - 8x19=152, and at 9:54 it should say 152 x 40 = 6,080.
I guess that's why teachers always tell us to show our work.
LOL thats exactly why!
If the roof is a shed style with one wall 12 ft and the other wall 8 ft high, Does all of the roof load fall on the lower wall? Or half? Thank you for your help and useful video
it depends on the angle of the roof, but yes most of the weight goes to the lower support.
Great Video! It worths my subscribtion. Thanks
I learned a ton thank you so much.
PSF means lbs per square foot. The "per" infers division not multiplication. You define uniform load as LBS x sqft. It should be LBS/ sqft
I would like to calculate how big a ridge beam has to be. Any tips? Thanks.
great video...expecting from subject from u ...
This really helped. Thanks a lot!
I don't get why ridge beam would carry so much more load than the ridge board. In the picture they both have horizontal bracing.
David Sanders there are 2 types of horizontal bracing: collar rafters and tie rafters. Collar rafters keep the Rafters (diagonal wood) from detaching from the Ridge Board in the center. Tie Rafters (ceiling joists) keep the outside walls from bowing out. Neither of them really support any weight. I'm also learning all of this and hope this helps.
Trusses 4’oc pole barn seen tcdl 2.4 think span is 30’ bottom cord on trusses 2x6 want to sheet with 3/4 t&g plywood block where required
Correction: For the example of the rafters with the ridge beam, (i.e. the one with the three tributary areas), the ridge beam calculation is 8' x 19' = 152 sf and not 104.5 sf, therefore, the ridge load is 152 sf * 40 psf = 6,080 1b. The error here is the introduction of the 104.5 sf tributary width into the ridge calculations.
The 104.5 sf tributary width is appropriate for the calculations of the load that is carried by each of the two exterior walls. This is: tributary area = (4' + 1.5') x 19' = 104.5 sf; wall load = 104.5 sf * 40 psf = 4,180 Ib. Total roof load = 4,180 Ib + 6,080 Ib + 4,180 Ib = 14,440 Ib.
Just saying to clear up the confusion.
very helpful, thanks!
minor correction its 152sf instead of 104.5sf ;)
Thanks, Michelle!
Thank you so much.
love it!!! thank you so much! :)
14,400 lbs: Fourteen Thousand Four Hundred and Forty pounds. Ahhh my alma mater...
psf or pounds per square foot is equal to load/Area not multiplication
well explained, thank you
I didn't understand the purpose of such roof calculation usage in construction.
yes!I we now see 14,400 lbs.spread outon on walls...but what do we do with this number?I know a 2x4stud walls are adequate to support this,as we have been doing this since 1870.So..
10 people don't like load paths? lol
they're loadist.
Anybody else watching this to make sure they’re doing their job correctly? Lol
thanks
14400lbs is not 14440lbs which is what you said