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A must for structural engineers, architects, municipal and state building departments, and building code personnel. Analytical methods for prediction of structural fire ratings of buildings in fires, cast-in-place restraints. Practical step-by-step examples from start of fire to structural fire...
Introduction This document describes a method for determining the section loss (Fig. 1) of deformed and square, uncoated, round, reinforcing steel bars due to damage, corrosion, or both. A similar procedure can be used to determine the section loss of deformed square and...
This specification covers deformed and plain steel reinforcing bars. Steel samples shall be blast cleaned and shall be coated with a protective fusion-bonded epoxy coating by electrostatic spray or other suitable method. The steel specimens shall undergo...
1.1 This specification covers deformed steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method followed by a texturing surface treatment material. Note 1: The coating applicator is identified throughout this specification as the...
This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method. The surface of the steel reinforcing bars to be coated shall be cleaned by abrasive blast cleaning to near-white...
1.1 These test methods cover the testing of mechanical splices for reinforcing bars. The various tests herein described can be specified in total or individually. 1.2 The test methods herein described are applicable to any type of mechanical splice manufactured to join steel...
BS 4449 is intended for manufacturers, fabricators and purchasers of ribbed reinforcing steel (bars, coils and decoiled products) for the reinforcement of concrete structures. It provides designations based on the grade of steel, the product form and dimensions. The...
1.1 This specification covers deformed and plain steel reinforcing bars with a dual coating of zinc-alloy followed by an epoxy coating applied by the electrostatic spray method. 1.2 The zinc-alloy coating is produced as one of two types: zinc-alloy applied by the thermal spray...
1.1 This test method describes procedures to establish the relative bond strength of steel reinforcing bars in concrete. 1.2 This test method is intended to determine the effects of surface preparation or condition (such as bar coatings) on the bond strength of deformed...
1.1 This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method. Note 1--The coating applicator is identified throughout this specification as the manufacturer. 1.2 Other organic coatings may be...
1.1 This specification covers deformed and plain steel reinforcing bars with protective epoxy coating applied by the electrostatic spray method. Note 1--The coating applicator is identified throughout this specification as the manufacturer. 1.2 Other organic coatings may be...
This specification covers deformed and plain steel reinforcing bars which prior to surface preparation are prefabricated and then coated with a protective fusion-bonded epoxy coating by electrostatic spray or other suitable method. Prefabricated steel reinforcing...
This specification covers deformed and plain steel reinforcing bars. Steel samples shall be blast cleaned and shall be coated with a protective fusion-bonded epoxy coating by electrostatic spray or other suitable method. The steel specimens shall undergo...
