// CODE SNIPPET
2107.3 TMS 402/ACI 530/ASCE 5, Section 2.1.7.7, Splices of Reinforcement
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Modify Section 2.1.7.7 as follows:
2.1.7.7 Splices of reinforcement. Lap splices, welded splices or mechanical splices are permitted in accordance with the provisions of this section. All welding shall conform to AWS D1.4. Welded splices shall be of ASTM A 706 steel reinforcement. Reinforcement larger than No. 9 (M #29) shall be spliced using mechanical connections in accordance with Section 2.1.7.7.3.
Related Code Sections
2107.3 Masonry, TMS 402/ACI 530/ASCE 5, Section 2.1.7.7, Splices of Reinforcement
Modify Section 2.1.7.7 as follows: 2.1.7.7 Splices of reinforcement. Lap splices, welded splices or mechanical splices are permitted in accordance ...
2014 FBC - Building, 5th edition > 21 Masonry > 2107 Allowable Stress Design > 2107.3 TMS 402/ACI 530/ASCE 5, Section 2.1.7.7, Splices of Reinforcement
2122.4 Masonry, Reinforcement
Reinforcement shall comply with TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 except as modified in Sections 2107 and 2108 ...
2014 FBC - Building, 5th edition > 21 Masonry > 2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry > 2122.4 Reinforcement
2122.4 Masonry, Reinforcement
Reinforcement shall comply with TMS 402/ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 except as modified herein Sections 2107 and 2108 ...
2017 FBC - Building, 6th edition > 21 Masonry > 2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry > 2122.4 Reinforcement
Section 2108 Masonry, Strength Design of Masonry
of TMS 402/ACI 530/ASCE 5. Where plan review and inspections are performed by a local building department in accordance with Sections 107 and 110 ...
Section 2108 Masonry, Strength Design of Masonry
of TMS 402/ACI 530/ASCE 5, except as modified by Sections 2108.2 through 2108.4. Exceptions: AAC masonry shall comply with the requirements ...