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Bookmark or Share- Loft Rebuild Errors How to Resolve "Cannot make two ... - Eng-TipsTry dragging the blue dot at on end of the loft to the same line as the other. They are crossing. I do lots of surfacing, and a big part of it is work carefully, be patient, try other methods when it doesn't do what you thought it would, and be HAPPY when it does.
- L-Pile and Fixed vs Free Head Conditions - Eng-TipsIf you have a large diameter drilled shaft foundation (7 to 8 feet) which is properly embedded in the overlying concrete cap, you have a 'fixed head condition'. This I am comfortable with. The structural engineer has provided us with axial, shear and moment forces for this pier. By having a...
- Dowels to Transfer Large Wheel Loads - Eng-TipsThen the controlling shear cap’y. becomes what the bottom half height of the existing slab edge, plus the #4 ties @ 8" will allow, as some sort of a corner break-off (break-out) load. In the new ramp slab, you should also extend/turn the rebars, shown in side view, down as ties at the edge of this new slab, on either side of each of the new ...
- Purpose of tie beam to pile cap 2 - Eng-Tipsdccd - If I had to guess, the person who told you, "when the pile is overloaded, the tie beam from to the next pile cap can help to overcome the problem", was referring to structural redundancy. In an area with poor and/or variable soils, the likelihood of any individual pile failing or performing poorly increases.
- Tapcon anchors Vs Wedge Anchors 2 - Eng-TipsHi, Is there a reason for the wedge anchor to be more commonly used than the "Tapcon" for example: LDT (large diameter tapcon) by RED HEAD with 5/8" diameter and 3.5" embedment has an ultimate cap. of 7972 Lbs on tension and 10224 Lbs on Shear. Vs Trubolt (Wedge Anchor) by RED HHEAD...
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