This code presents principles for a initial evaluate that determines the "design foundation code" that's, if the construction may be repaired in response to the ACI 318 model utilized in the unique layout, or if the fix must agree to the present ACI 318. The code offers principles for picking energy of in-situ fabric, appearing structural research, designing maintenance for power and sturdiness, specifications for balance and shoring of building, and inspection and trying out of maintenance. statement presents software tips in addition to references for more information.
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Extra info for ACI 562M-13: Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings and Commentary (Metric)
4). 1 The concrete cover requirements shall be in accordance with the design basis code. 2. Sufficient anchorage and development for the reinforcement shall be provided regardless of methods used to provide corrosion protection. 2. The licensed design professional should review anchorage and development requirements when alternative methods of corrosion protection are used. 2 Corrosion—Where concrete cover for existing reinforcement is insufficient to provide corrosion protection for the design service life of the structure, additional concrete cover or an alternate means of corrosion protection shall be provided to mitigate corrosion of reinforcement within the repair area.
In some cases, such as overhead repair or façade repair, repairs may be required to maintain composite behavior under both service and factored loads to prevent falling hazard. If composite behavior cannot be achieved, the repaired system should have sufficient redundancy or connections to prevent falling hazards. The licensed design professional will typically design and detail repairs to be fully composite under factored strength conditions, and that design will typically satisfy service load strength requirements.
The criteria for evaluating a structure for fire safety are different than that for strength design and typically incorporate lower material strengths and load factors, and may not require the use of strength reduction factors. The licensed CODE REQUIREMENTS FOR EVALUATION, REPAIR, AND REHABILITATION OF CONCRETE BUILDINGS (ACI 562M-13) CODE 43 COMMENTARY design professional should verify that the fire-reduced strength of the member is greater than the force demand due to expected service loads during the fire event.