What would the maximum point load
Be on an unreinforced 8’ tall 10” thick 3000 psi concrete wall
With 24” continuous footings?
I don’t believe compression would be a factor in residential projects.
It’s tension to look at correct?
Going to be have a 5x5x3/8" hss column supporting a 10x60 steel beam.
Should the top plate of column match the width of the bottom web of w10x60?
Would the base plate need to be the same size?
Thanks
A beam connected to the side of column is a pinned connection correct?
What type of connection is a beam
Resting on top of a column?
Is this the same for both wood and steel?
Thanks
See sketch for clarification.
Would you calculate 5 kips in red coming from the side of the beam the same
way as you would calculate 5 kips in green coming from the top?
Even if it coming from the side of the beam (rather than from the top),
is it still just considered a point load?
Thanks
When a beam is hung from the side of another beam, what do you call
that type of applied load?
Do you just take the end reaction of the hanging beam and apply
it to the top of the accepting beam like a point load?
Or is it different because it come from the side?
Also what does this...
Does a point load spread 45 degrees on a concrete foundation wall?
Example: if a wall is 12”wide by 8 feet tall,
By the time the load reaches the bottom of wall/ soil traveling at a 45 degree angle, is the bearing area 8sf for the load? At 3000psf soil
Can we then apply a load of up to 8x3000...
