REINFORCED CONCRETE DESIGN HANDBOOK ACI 318-19 VOLUME 2

Title
REINFORCED CONCRETE DESIGN HANDBOOK ACI 318-19 VOLUME 2
Number of  Page
490 page
File Type
PDF
File Size
80.9 MB

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CHAPTER 12- RETAINING WALLS

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12.1-General, p. 9
12.2-Retaining wall stability, p. 10
12.3-Retaining wall structural design, p. 10
12.4-Design limits, p. 11
12.5-Applied forces, p. 12
12.6-Design strength, p. 13
12.7-Reinforcement limits and detailing, p. 13
12.8-Joint detailing, p. 14
12.9-Summary of design steps, p. 15
12.10-Examples, p. 16

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CHAPTER 13-SERVICEABILITY

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13.1-lntroduction, p. 149
13.2-Limitations on member thickness, p. 149
13.3-Immediate Deflection behavior of beams or one-way slabs, p. 149
13.4-Time-depandent deflection calculation, p. 153
13.5-Distribution of flexural reinforcement in one-way slabs and beams, p. 154
13.6-Shrinkage and temperature reinforcement: nonprestressed,p. 154
13.7-Shrinkage and temperature reinforcement: posttensioned,p. 154
13.8-Permissible stresses in prestressed concrete flexural members, p. 154
13.9-Pennissible stresses at transfer of pre.stress, p. 155
13.10-Pennissible concrete compressive stresses at service loads, p. 15 5
13.11-Examples, p. 156
13.12-Deflection design aids, p. 179

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CHAPTER 14-STRUT-AND-TIE METHOD

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14.1-lntroduction, p. 195
14.2-Concept, p. 195
14.3-Design, p. 195
14.4-Struts, p. 196
14.5-Ties, p. 198
14.6-Nodes, p. 198
14.7-Curved bar nodes, p. 200
14.8-Usual calculation steps and modeling considerations to apply strut-and-tie method, p. 201
14.9-Examples, p. 202

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CHAPTER 15-ANCHORlNG TO CONCRETE

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15.1-lntroduction, p. 261
15.2-Materials, p. 262
15.3-Design assumptions, p. 262
15.4-Loads on anchors, p. 262
15.5-Tensilc strength mechanisms, p. 264
15.6-Shear strength mechanisms, p. 265
15.7-Limitations on installation geometry, p. 266
15.8-Examplcs, p. 268

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