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// CODE SNIPPET

2107A.3 TMS 402/ACI 530/ASCE 5, Section 8.1.6 , Splices of Reinforcement

Los Angeles Building Code > 21A Masonry > 2107A Allowable Stress Design > 2107A.3 TMS 402/ACI 530/ASCE 5, Section 8.1.6 , Splices of Reinforcement
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Modify Section 8.1.6 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 A706 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


2107A.3 Masonry, TMS 402/ACI 530/ASCE 5, Section 8.1.6 , Splices of Reinforcement
Modify Section 8.1.6 as follows: 2.1.7.7 Splices of reinforcement. Lap splices, welded splices or mechanical splices are permitted in accordance ...
Los Angeles Building Code > 21A Masonry > 2107A Allowable Stress Design > 2107A.3 TMS 402/ACI 530/ASCE 5, Section 8.1.6 , Splices of Reinforcement
Section 2108 Masonry, Strength Design of Masonry
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2107.2.1 Masonry, Lap Splices
The minimum length of lap splices for reinforcing bars in tension or compression, l d , shall be (Equation 21-1) For SI: l d = 0.29 d b ...
Los Angeles Building Code > 21 Masonry > 2107 Allowable Stress Design > 2107.2 TMS 402/ACI 530/ASCE 5, Section 8.1.6.7.1.1, Lap Splices > 2107.2.1 Lap Splices
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Los Angeles Building Code > 21 Masonry > 2114 Additional Requirements for Community Colleges [DSA-SS/CC] > 2114.7 Modifications to TMS 402/ACI 530/ASCE 5
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Modify TMS 402/ACI 530/ASCE 5/Section 7.4.4 as follows: Minimum reinforcement requirements for masonry walls. The total area of reinforcement ...
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