By Task Committee on Anchorage Design of the Petrochemical Committee of the Energy Division of ASCE
Anchorage layout in Petrochemical amenities provides concepts for the layout, fabrication, and install of anchorages into concrete for petrochemical amenities. analyzing the cause of establishing codes as utilized to petroleum or chemical installations, this file bargains practical information on fabrics, layout info, install, and service. It summarizes the country of the perform for the layout of cast-in-place anchor rods, welded anchors, and post-installed anchors. An appendix presents 3 instance designs for column pedestal anchors, octagonal pedestal anchors, and shear lug pipe sections. subject matters comprise: review of layout tools for pressure and shear move with reinforcement and different embedments as utilized in the petrochemical undefined; anchorage fabrics and homes; cast-in-place anchors; post-installed anchors; instructed install and service. This record may be necessary to petrochemical or structural engineers, in addition to by way of managers of businesses working petrochemical amenities. it is going to even be worthy for structural engineers in different industries who anchor structural metal and gear to concrete foundations and buildings
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Additional resources for Anchorage Design for Petrochemical Facilities
5 ″ (112mm) MIN. 5 ″ (112mm ) MIN. 6: Reinforcement for Resisting Anchor Tension in Square and Rectangular Pedestals REINFORCEMENT (SEE NOTE 4) A ANCHOR CIRCLE TENSION FORCE da (DIA. 5 ″ (112mm) MIN. 5 ″ (112mm) MIN. 1 FOR VARIOUS RECOMMENDATIONS ON THE MAXIMUM DISTANCE BETWEEN ANCHOR AND ANCHOR REINFORCEMENT. 4) DOWELS AND TIES ON THE INSIDE OF THE ANCHOR CIRCLE ARE ONLY REQUIRED IF DOWELS AND TIES ON THE OUTSIDE OF THE ANCHOR CIRCLE ARE NOT SUFFICIENT FOR REINFORCING THE CONCRETE FOR ANCHOR LOADS.
The arrangement of reinforcement should consider the clearance requirements for placing and vibrating concrete and the minimum bar spacing requirements of ACI 318. 5: Tension Transferred to Reinforcement Parallel to Anchor f. If the side-face blowout resistance is less than the required strength, either the edge distance, the bearing area of the anchor head, or both should be increased. Reinforcement near the embedded anchor head or nut may be provided to improve the ductility related to concrete side-face blowout.
In order to reduce some confusion about this reinforcement, ACI 318 now defines two types of reinforcement that can be used across a potential breakout cone: supplementary reinforcement and anchor reinforcement. 1 Supplementary Reinforcement Supplementary reinforcement is that which acts to restrain the potential concrete breakout but is not designed to transfer the full design load from the anchors into the structural member. An explicit design and full development of supplementary reinforcement is not required.
Anchorage Design for Petrochemical Facilities by Task Committee on Anchorage Design of the Petrochemical Committee of the Energy Division of ASCE