{"id":161104,"date":"2024-10-19T09:40:37","date_gmt":"2024-10-19T09:40:37","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-551-2r-15\/"},"modified":"2024-10-25T01:59:10","modified_gmt":"2024-10-25T01:59:10","slug":"aci-551-2r-15","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-551-2r-15\/","title":{"rendered":"ACI 551.2R 15"},"content":{"rendered":"

This guide presents information that expands on the provisions of ACI 318 applied to the design of site-cast precast, or tilt-up, concrete panels, and provides a comprehensive procedure for the design of these important structural elements. In addition, this guide provides design recommendations for various support and load conditions not specifically covered in ACI 318, including design guidelines for in-plane shear. Keywords: panel; panel design; panel lifting; precast; reinforcement design; seismic design of tilt-up; slender wall analysis; tilt-up; tilt-up design, tilt-up detailing.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nTITLE PAGE
TITLE PAGE <\/td>\n<\/tr>\n
4<\/td>\nCHAPTER 1\u2014INTRODUCTION
CHAPTER 1\u2014INTRODUCTION
CHAPTER 2\u2014NOTATION AND DEFINITIONS
CHAPTER 2\u2014NOTATION AND DEFINITIONS
2.1\u2014Notation
2.1\u2014Notation <\/td>\n<\/tr>\n
5<\/td>\n2.2\u2014Definitions
2.2\u2014Definitions <\/td>\n<\/tr>\n
6<\/td>\nCHAPTER 3\u2014ANALYSIS CONCEPTS FOR SLENDER CONCRETE WALLS
CHAPTER 3\u2014ANALYSIS CONCEPTS FOR SLENDER CONCRETE WALLS
3.1\u2014Panel design model
3.1\u2014Panel design model
3.2\u2014Bending stiffness evaluation
3.2\u2014Bending stiffness evaluation <\/td>\n<\/tr>\n
8<\/td>\n3.3\u2014Iteration method for P-\u2206 effects
3.3\u2014Iteration method for P-\u2206 effects <\/td>\n<\/tr>\n
9<\/td>\n3.4\u2014Moment magnifier method
3.4\u2014Moment magnifier method
3.5\u2014ACI 318 provisions
3.5\u2014ACI 318 provisions <\/td>\n<\/tr>\n
10<\/td>\n3.6\u2014Comparison to 1997 Uniform Building Code
3.6\u2014Comparison to 1997 Uniform Building Code <\/td>\n<\/tr>\n
11<\/td>\n3.7\u2014Limitations on panel slenderness
3.7\u2014Limitations on panel slenderness
CHAPTER 4\u2014LOADING CONDITIONS
CHAPTER 4\u2014LOADING CONDITIONS
4.1\u2014Lateral loads
4.1\u2014Lateral loads <\/td>\n<\/tr>\n
12<\/td>\n4.2\u2014Axial loads
4.2\u2014Axial loads <\/td>\n<\/tr>\n
13<\/td>\n4.3\u2014Panel self-weight
4.3\u2014Panel self-weight
4.4\u2014Load factors and combinations
4.4\u2014Load factors and combinations
CHAPTER 5\u2014MINIMUM REINFORCEMENT
CHAPTER 5\u2014MINIMUM REINFORCEMENT
5.1\u2014General
5.1\u2014General <\/td>\n<\/tr>\n
14<\/td>\n5.2\u2014ACI 318 provisions
5.2\u2014ACI 318 provisions
CHAPTER 6\u2014CONTROL OF DEFLECTIONS
CHAPTER 6\u2014CONTROL OF DEFLECTIONS <\/td>\n<\/tr>\n
15<\/td>\n6.1\u2014Creep and initial deflections
6.1\u2014Creep and initial deflections
6.2\u2014Deflection calculations
6.2\u2014Deflection calculations
6.3\u2014Deflection limits
6.3\u2014Deflection limits <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 7\u2014PANEL DESIGN PROCEDURES
CHAPTER 7\u2014PANEL DESIGN PROCEDURES <\/td>\n<\/tr>\n
29<\/td>\n11.3\u2014Lifting considerations: building engineer of record
11.3\u2014Lifting considerations: building engineer of record
11.2\u2014Steps for performing a lifting design
11.2\u2014Steps for performing a lifting design <\/td>\n<\/tr>\n
30<\/td>\n11.4\u2014Lifting design considerations: panel specialty engineer
11.4\u2014Lifting design considerations: panel specialty engineer <\/td>\n<\/tr>\n
31<\/td>\nCHAPTER 12\u2014TEMPORARY PANEL BRACING
CHAPTER 12\u2014TEMPORARY PANEL BRACING
12.1\u2014Brace geometry and number of braces
12.1\u2014Brace geometry and number of braces
12.2\u2014Knee and lateral bracing
12.2\u2014Knee and lateral bracing
12.3\u2014Bracing to slab-on-ground
12.3\u2014Bracing to slab-on-ground
12.4\u2014Deadmen
12.4\u2014Deadmen
12.5\u2014Base sliding
12.5\u2014Base sliding <\/td>\n<\/tr>\n
32<\/td>\n12.6\u2014Alternate bracing methods
12.6\u2014Alternate bracing methods
CHAPTER 13\u2014REFERENCES
CHAPTER 13\u2014REFERENCES
Authored documents
Authored documents
APPENDIX A\u2014DERIVATION OF Mn AND Icr
APPENDIX A\u2014DERIVATION OF Mn AND Icr
A.1\u2014Derivation of Mn and Icr based on rectangular stress block
A.1\u2014Derivation of Mn and Icr based on rectangular stress block <\/td>\n<\/tr>\n
33<\/td>\nA.2\u2014Derivation of Mn and Icr based on triangular stress distribution
A.2\u2014Derivation of Mn and Icr based on triangular stress distribution
APPENDIX B\u2014DESIGN EXAMPLES FOR OUT-OF-PLANE FORCES
APPENDIX B\u2014DESIGN EXAMPLES FOR OUT-OF-PLANE FORCES <\/td>\n<\/tr>\n
35<\/td>\nB.1\u2014Panel with no openings design example
B.1\u2014Panel with no openings design example <\/td>\n<\/tr>\n
37<\/td>\nB.1M\u2014Panel with no openings design example (metric)
B.1M\u2014Panel with no openings design example (metric) <\/td>\n<\/tr>\n
41<\/td>\nB.2\u2014Panel with a 10 x 15 ft door opening design example
B.2\u2014Panel with a 10 x 15 ft door opening design example <\/td>\n<\/tr>\n
46<\/td>\nB.3\u2014Panel with concentrated axial load design example
B.3\u2014Panel with concentrated axial load design example <\/td>\n<\/tr>\n
50<\/td>\nB.4\u2014Panel with concentrated lateral load design example
B.4\u2014Panel with concentrated lateral load design example <\/td>\n<\/tr>\n
53<\/td>\nB.5\u2014Multi-story panel design example
B.5\u2014Multi-story panel design example <\/td>\n<\/tr>\n
58<\/td>\nB.6\u2014Panel with dock-high condition design example
B.6\u2014Panel with dock-high condition design example <\/td>\n<\/tr>\n
63<\/td>\nB.7\u2014Plain panel with fixed end design example
B.7\u2014Plain panel with fixed end design example <\/td>\n<\/tr>\n
67<\/td>\nB.8\u2014Plain panel on isolated footing or pier design example
B.8\u2014Plain panel on isolated footing or pier design example <\/td>\n<\/tr>\n
70<\/td>\nB.9\u2014Panel with stiffening pilasters and header design example
B.9\u2014Panel with stiffening pilasters and header design example <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

551.2R-15 Guide for the Design of Tilt-Up Concrete Panels<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2015<\/td>\n76<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161107,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161104","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/161104","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/161107"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161104"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161104"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161104"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}