Anchorage and Development of Bars Ch08

8/14/2019 Anchorage and Development of Bars Ch08

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Copyright 2009 by Pearson Education, Inc.Upper Saddle River, New Jersey 07458

All rights reserved.

Reinforced Concrete: Mechanics and Design, Fifth Edition

By James K. Wight and James G. MacGregor

Chapter Eight

Development, Anchorage, andSplicing of Reinforcement


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Figure 8-1


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Figure 8-2


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Figure 8-3


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Figure 8-5


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Figure 8-6


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Figure 8-7


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Figure 8-8


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Table 8-1


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Figure 8-10


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Figure 8-11


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Reinforced Concrete: Mechanics and Design, Fifth EditionBy James K. Wight and James G. MacGregor

Figure 8-12


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Figure 8-13


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Figure 8-13 Continued


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Copyright 2009 by Pearson Education, Inc.Upper Saddle River, New Jersey 07458All rights reserved.


Figure 8-14


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Table 8-2


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Figure 8-15


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Example 8-1: Page 375 Text


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Figure 8-16


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Figure 8-17


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Bar Cutoffs and Development of bars in flexural

members

Why are bars cutoff?

Location of cut-off points

Effect of Shear on cut-off points

Development of bars at points of maximumbar force

Development of bars in positive-moment

regions


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Figure 8-18


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Copyright 2009 by Pearson Education, Inc.

Upper Saddle River, New Jersey 07458All rights reserved.


Required Moment and Maximum Moment

Capacity


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Figure 8-19


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Effect of Shear on Cut-Off Points


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Figure 8-20


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Development of Bars at Points of Maximum

Bar Force


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Figure 8-21


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Development of Bars in Positive-Moment

Regions


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Figure 8-22


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Figure 8-23


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Example 8-3 Text, Page 389


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Reinforcement Continuity and Structural

Integrity Requirements


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Figure 8-24


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Figure 8-25


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Figure 8-26


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Figure 8-27


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Figure 8-28


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Example 8-4 Text (Page 394): Calculation of

Bar Cut-Off Points


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Figure 8-29


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Figure 8-30


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Figure 8-31


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Figure 8-32


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Figure 8-33


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Figure 8-34


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Splices of Reinforcement- Section 8-9 Text

(Page 406) Tension Lap Splices

Compression Lap Splices

Welded and Mechanical Splices


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Figure 8-37


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Figure 8-38


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Table 8-3

Anchorage and Development of Bars Ch08

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