The only place I see that I can view plans is on the "current advertised Projects" page which is broken out in districts.
Any other info that might help me locate the plans would be greatly appriciated even though I don't think it will have the detail I am looking for.
The need for the...
First, I am no geotech but LRFD 3.11.5.7.1 says "may be estimated". "May" being a key word. Also I would say that sheeting is temporary. I know the designs that I have reviewed design the way you have (trap loading) and I never had a problem with it since it is the standard typical way for one...
AASHTO Guide Design Specifications for Bridge Temporary Works shows the trapazodial load for walls with two or more anchors (figure 4.1).
Hope this helps.
JEB
Are there any good design examples out there for CIP facing attached to the front of a soldier pile wall with tiebacks?
I am interested in the direction of shear reinforcement (bent bars) located in front of the piles. I assume that the shear would be opposite of that in the top slab of a box...
I am looking for any information on the design of shear studs to resist the tension caused by lateral earth load behind a tied-back retaining wall and the shear from the self weight of the facing. AASHTO 6.13.2.11 has a formula to reduce the allowable tension of a bolt subjected to shear but I...
I am looking for any information on the design of shear studs to resist the tension caused by lateral earth load behind a tied-back retaining wall and the shear from the self weight of the facing. AASHTO 6.13.2.11 has a formula to reduce the allowable tension of a bolt subjected to shear but I...
It has been a long time since I hung drywall to pay the bills but we only ever used regular drywall screws even when it came to hanging sheets on metal framing. I don't think you need any type of self tapping unless the gage is thick.
