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Feb 12, 2024 · A related question is having to do with the check of bending in the exposed portion of anchor bolt. Intuitively, it seems the moment can just be V*e1, since below e1 the compressive strength of the grout should prevent the bolt from deflecting at all.
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Oct 28, 2023 · Quote (swazimatt) won't the portion of bolt between top of grout and top of base plate be sufficient to develop tension. A pump is a lot different than a column base. The potential exists for very high vibration loading; the much larger grip length provided by the sleeve around the anchor mitigates vibration loosening of the anchors. It helps ...
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Sep 15, 2010 · All units are in N (Newtons) and mm. The formula for the anchor bolt load per bolt is: = (4*M/DC - W) / RN. Where: M = moment at base Nmm. DC = Anchor Bolt Circle Diameter. W = Vessel weight. RN = number of anchor bolts. In the PV Elite calculation the vessel weight is shown as 49616.1N, yet in the anchor bolt calculation the weight is shown as ...
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Nov 22, 2000 · Ofcourse cleats, gussets and weld length and thickness has to be designed. If it is resting on a base than it would be easier to use rawl bolts drilled and set in epoxy. Check bolt dia. for tension and anchorage. These bolts are to hold cleats maybe in 2 directions or all around depending on the pull out forces.
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Sep 15, 2011 · 1. Develop the anchor and rebar, Ld. 2. Check the pullout strength per ACI appendix D. 3. Check sideface blowout but usually ignored if you meet minimum edge distance. 4. Check Tension and Shear of Anchor Bolt. Get a copy of Anchor Bolt Design for Petrochemical Facilities.
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May 5, 2022 · This is copy and paste from PIP STE05121 Anchor Bolt Design Guide ; ( Anchor bolts should project a minimum of two threads above the fully engaged nut (s).) Typical for Single Nuts , Projection = grout thick + base plate thick.+ 2.0 X anchor bolt dia. BridgeSmith (Structural) 5 May 22 14:48. As HTURKAK noted, it will depend on the height of the ...
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Sep 19, 2007 · For a 1 diameter bolt in a column base plate, which minimum edge distance from table J3.4 is most appropriate, the sheared edge or the rolled edge distance. Tha minimum edge distance for anchor bolt in base plate - Structural engineering general discussion - Eng-Tips
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Nov 15, 2004 · In the "every day" anchor bolt construction, the anchor bolt is tighten before all of the service loads are placed on the column. Since the anchor bolts are tighten they are pretensioned before the loads are placed. Since in many anchor bolt application the anchor bolts are tighten (pretensioned to a certain degree) before the loads are applied ...
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Mar 27, 2007 · I am having trouble finding how to design an F1554 anchor bolt, about 18" long, for tension and shear. There is plenty of info for A325 and A490 bolts in Section J3.7 of the LRFD, but nothing for F1554...and according to the AISC (April 2002 MSC Steel Quiz) F1554 is the appropriate grade for anchor bolts > 9.5" long...NOT A325 or A490.
