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TieBacks vs. Bracing - Foundation 1
https://foundation1.net/tiebacks-vs-bracing/
How Tiebacks, Rakers, and Struts Support Shoring Walls
https://skyrisecities.com/news/2016/12/how-tiebacks-rakers-and-struts-support-shoring-walls
Essentially, a tieback is a massive soil or rock anchor. A tieback machine drills an angled hole through the wall, puts a large steel cable in the hole, and then pumps concrete into the hole to backfill it. The concrete bonds to the …
Bracing - Tie Back Anchors - Structural Dynamics
https://www.structuraldynamics.com/gallery/bracing-tie-back-anchors/
09Open web floor trusses running parallel to, and above the top of a foundation wall, do not provide adequate support for bracing a foundation wall. This is a situation where tie back anchors are a good solution.10Tie back rods extending from foundation wall to trench where reinforcing steel has been placed.11Reinforcing steel in trench with […]
Tie-backs - Berkel & Company Contractors, Inc.
https://www.berkelandcompany.com/sheeting-and-shoring/tie-backs/
Tiebacks are drilled into the ground with a small diameter shaft. They can be horizontal but are typically installed at an angle of 15 to 45 degrees. The tie-backs are constructed of thread bar or steel strands which is inserted into the small …
Tiebacks - Anchored Excavations Design - DeepExcavation
https://www.deepexcavation.com/en/resources/excavations-support-systems/anchored-walls-tiebacks-anchors
Typical tieback spacing ranges from 7ft to 13ft in the vertical direction, and from 5ft to 15ft in the horizontal direction (from the current database). Tieback capacity is reduced if the spacing is too close due to interference between …
Tie, guy, and bracing requirements for scaffold systems.
https://www.osha.gov/laws-regs/standardinterpretations/2000-08-04-0
These standards state that these guys, ties, and braces must be used when there is a 4:1 height ratio (beginning at 20 feet) for supported scaffolds. The location of the guys, ties, and braces depends upon the width of the platform. A platform width of three feet or less must have guys, ties and braces every 26 feet or less.
Tieback (geotechnical) - Wikipedia
https://en.wikipedia.org/wiki/Tieback_(geotechnical)
Tiebacks are drilled into soil using a small diameter shaft, and usually installed at an angle of 15 to 45 degrees. They can be either drilled directly into a soldier pile, or through a wale installed between consecutive piles.
Worked Example 4 Tie Back - WordPress.com
https://bouassidageotechnics.files.wordpress.com/2016/07/worked-example-4-tie-back.pdf
Ground anchor tie-backs were used to replace bracing struts that caused congestion and construction difficulty within the excavation. Design procedures evolved ... ground anchor tie-backs. The wall is assumed to be protecting a levelled dwelling platform with a steep, 20 degree hill slope above. The wall is assumed to be located in the
Bracing of Leaning Concrete Foundation Walls
https://www.structuraldynamics.com/bracing-leaning-concrete-walls/
The tie back is drilled through the retaining or foundation wall and back into the soil. As it is drilled in, cement grout is pumped down through the hollow center until it flows back out the bore hole in the wall and the threaded rod becomes cemented into the ground. Connections to steel plates and beams at the front of the wall can then be made.
How it Works: Collar and Rafter Ties - Fine Homebuilding
https://www.finehomebuilding.com/project-guides/framing/how-it-works-collar-and-rafter-ties
Synopsis: Collar ties may take up space in the attic of your home, but they are there for a reason. In this “How It Works” article, managing editor Debra Judge Silber explains the role of collar and rafter ties in the framing of a roof. Collar ties are necessary to prevent separation of the roof at the ridge due to wind uplift.
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