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2107.6 TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression

FBC, Building 2017 > 21 Masonry > 2107 Allowable Stress Design > 2107.6 TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression
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Modify Section 6.1.5.1 as follows:

6.1.5.1 The required development length of reinforcing bars shall be determined by Equation (6-1), but shall not be less than 40 db and need not be greater than 72 db.

Equation 6-1 from TMS 402/ACI 530/ASCE 5, unchanged. Gamma factors are changed as follows:

γ=1.0 for No. 3 (M#10) through No. 5 (M#16) bars;
γ=1.04 for No. 6 (M#19) through No. 7 (M#22) bars; and
γ=1.2 for No. 8 (M#25) through No. 11 (M#36) bars

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Related Code Sections


2107.6 Masonry, TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression
not be less than 40 db and need not be greater than 72 db. Equation 6-1 from TMS 402/ACI 530/ASCE 5, unchanged. Gamma factors are changed as follows ...
FBC, Building 2017 > 21 Masonry > 2107 Allowable Stress Design > 2107.6 TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression
2108.4 Masonry, TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression
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FBC, Building 2017 > 21 Masonry > 2108 Strength Design of Masonry > 2108.4 TMS 402/ACI 530/ASCE 5, Section 6.1.5.1 Development of bar reinforcement in tension or compression
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2107.5 Masonry, TMS 402/ACI 530/ASCE 5, Section 2.1.7.3, Development of bars in tension and compression
), but shall not be less than 12 in. (305 mm), but need not be greater than 72 db. Equation 2-12 from TMS 402/ACI 530/ASCE 5, unchanged. Gamma factors ...
Florida Building Code 2014 > 21 Masonry > 2107 Allowable Stress Design > 2107.5 TMS 402/ACI 530/ASCE 5, Section 2.1.7.3, Development of bars in tension and compression
2108.4 Masonry, TMS 402/ACI 530/ASCE 5, Section 2.1.7.3, Development of bars in tension and compression
not be less than 12 in. (305 mm), but need not be greater than 72 db. Equation 2-12 from TMS 402/ACI 530/ASCE 5, unchanged. Gamma factors ...
Florida Building Code 2014 > 21 Masonry > 2108 Strength Design of Masonry > 2108.4 TMS 402/ACI 530/ASCE 5, Section 2.1.7.3, Development of bars in tension and compression
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