{"id":449491,"date":"2024-10-20T09:03:08","date_gmt":"2024-10-20T09:03:08","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-mnl-7-2023\/"},"modified":"2024-10-26T16:55:18","modified_gmt":"2024-10-26T16:55:18","slug":"aci-mnl-7-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-mnl-7-2023\/","title":{"rendered":"ACI MNL 7 2023"},"content":{"rendered":"

The GFRP Reinforced Concrete Design Handbook is a vital reference for professionals interested in the use of non-metallic GFRP reinforcement for concrete structures. It is meant to provide valuable insight to structural engineers on understanding and utilizing the provisions of<\/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\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\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\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
7<\/td>\nPreface <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 1\u2014INTRODUCTION <\/td>\n<\/tr>\n
9<\/td>\n1.1\u2014ACI CODE-440.11 format and scope <\/td>\n<\/tr>\n
11<\/td>\n1.2\u2014Format and scope of this manual
1.3\u2014Example building floor plan and section <\/td>\n<\/tr>\n
14<\/td>\n1.4\u2014Example building loads
1.5\u2014Example building material properties <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 2\u2014FRP MATERIALS
2.1\u2014Constituent materials <\/td>\n<\/tr>\n
17<\/td>\n2.2\u2014Mechanical properties <\/td>\n<\/tr>\n
19<\/td>\n2.3\u2014Thermal properties <\/td>\n<\/tr>\n
20<\/td>\n2.4\u2014Long-term properties <\/td>\n<\/tr>\n
22<\/td>\nCHAPTER 3\u2014BENEFITS AND USE
3.1\u2014Introduction
3.2\u2014Noncorrosive <\/td>\n<\/tr>\n
23<\/td>\n3.3\u2014Lightweight <\/td>\n<\/tr>\n
24<\/td>\n3.4\u2014Easily cut <\/td>\n<\/tr>\n
25<\/td>\n3.5\u2014Nonmagnetic <\/td>\n<\/tr>\n
26<\/td>\n3.6\u2014Nonconductive
3.7\u2014Low thermal conductivity <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 4\u2014CODES AND STANDARDS
4.1\u2014Material tests and standards <\/td>\n<\/tr>\n
30<\/td>\n4.2\u2014Construction standards
4.3\u2014Scope of ACI CODE-440.11 <\/td>\n<\/tr>\n
31<\/td>\n4.4\u2014ACI CODE-440.11 and the International Building Code <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 5\u2014APPLICATIONS <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 6\u2014FIRE
6.1\u2014Fire resistance in ACI CODE-440.11 <\/td>\n<\/tr>\n
41<\/td>\n6.2\u2014Other fire protection strategies <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 7\u2014ONE-WAY SLABS <\/td>\n<\/tr>\n
43<\/td>\nONE-WAY SLAB EXAMPLE\u2014FIVE SPAN CONTINUOUS SLAB
STEP 1\u2014MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
44<\/td>\nSTEP 2\u2014SLAB GEOMETRY <\/td>\n<\/tr>\n
45<\/td>\nSTEP 3\u2014LOADS AND LOAD PATTERNS
STEP 4\u2014ANALYSIS <\/td>\n<\/tr>\n
46<\/td>\nSTEP 5\u2014FLEXURAL DESIGN FOR CRACK CONTROL <\/td>\n<\/tr>\n
49<\/td>\nSTEP 6\u2014CHECK DEFLECTIONS <\/td>\n<\/tr>\n
54<\/td>\nSTEP 7\u2014CHECK SUSTAINED STRESS LIMIT
STEP 8\u2014CHECK MOMENT CAPACITY <\/td>\n<\/tr>\n
56<\/td>\nSTEP 9\u2014CHECK SHEAR CAPACITY <\/td>\n<\/tr>\n
58<\/td>\nSTEP 10\u2014CHECK GFRP REINFORCEMENT LIMITS
STEP 11\u2014DEVELOPMENT LENGTH AND SPLICES <\/td>\n<\/tr>\n
59<\/td>\nSTEP 12\u2014FINAL DESIGN AND DETAILING <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 8\u2014TWO-WAY SLABS <\/td>\n<\/tr>\n
61<\/td>\nTWO-WAY SLAB EXAMPLE\u2014DIRECT DESIGN METHOD
STEP 1\u2014MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
62<\/td>\nSTEP 2\u2014SLAB GEOMETRY
STEP 3\u2014LOADS AND LOAD PATTERNS <\/td>\n<\/tr>\n
63<\/td>\nSTEP 4\u2014ANALYSIS <\/td>\n<\/tr>\n
67<\/td>\nSTEP 5\u2014FLEXURAL DESIGN FOR SERVICEABILITY <\/td>\n<\/tr>\n
70<\/td>\nSTEP 6\u2014CHECK DEFLECTIONS <\/td>\n<\/tr>\n
73<\/td>\nSTEP 7\u2014CHECK SUSTAINED STRESS LIMIT
STEP 8\u2014CHECK MOMENT CAPACITY <\/td>\n<\/tr>\n
74<\/td>\nSTEP 9\u2014ONE-WAY SHEAR STRENGTH <\/td>\n<\/tr>\n
75<\/td>\nSTEP 10\u2014TWO-WAY SHEAR STRENGTH <\/td>\n<\/tr>\n
76<\/td>\nSTEP 11\u2014DEVELOPMENT LENGTH AND SPLICES <\/td>\n<\/tr>\n
77<\/td>\nSTEP 12\u2014FINAL DESIGN AND DETAILING <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 9\u2014BEAMS <\/td>\n<\/tr>\n
81<\/td>\nBEAM EXAMPLE 1\u2014CONTINUOUS INTERIOR T-BEAM
STEP 1\u2014MATERIAL PROPERTIES <\/td>\n<\/tr>\n
82<\/td>\nSTEP 2\u2014BEAM GEOMETRY <\/td>\n<\/tr>\n
83<\/td>\nSTEP 3\u2014LOADS AND PATTERNS <\/td>\n<\/tr>\n
84<\/td>\nSTEP 4\u2014ANALYSIS
STEP 5\u2014FLEXURAL DESIGN FOR SERVICEABILITY <\/td>\n<\/tr>\n
89<\/td>\nSTEP 6\u2014CHECK SPACING REQUIREMENTS <\/td>\n<\/tr>\n
93<\/td>\nSTEP 7\u2014CHECK CREEP RUPTURE STRESS LIMIT <\/td>\n<\/tr>\n
94<\/td>\nSTEP 8\u2014CHECK FLEXURAL STRENGTH <\/td>\n<\/tr>\n
96<\/td>\nSTEP 9\u2014DEVELOPMENT LENGTHS, HOOKS, AND SPLICES <\/td>\n<\/tr>\n
97<\/td>\nSTEP 10\u2014DETAIL THE BOTTOM REINFORCEMENT <\/td>\n<\/tr>\n
102<\/td>\nSTEP 11\u2014SKIN REINFORCEMENT <\/td>\n<\/tr>\n
105<\/td>\nBEAM EXAMPLE 2\u2014CONTINUOUS INTERIOR T-BEAM AT FIRST INTERIOR SUPPORT
STEP 1\u2014MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
106<\/td>\nSTEP 2\u2014BEAM GEOMETRY
STEP 3\u2014FLEXURAL DESIGN FOR SERVICEABILITY <\/td>\n<\/tr>\n
112<\/td>\nSTEP 4\u2014CHECK CREEP RUPTURE STRESS LIMIT
STEP 5\u2014CHECK FLEXURAL STRENGTH <\/td>\n<\/tr>\n
115<\/td>\nSTEP 6\u2014CONSIDER IMPACT ON MIDSPAN DEFLECTION
STEP 7\u2014DEVELOPMENT LENGTH AND SPLICES <\/td>\n<\/tr>\n
116<\/td>\nSTEP 8\u2014DETAIL THE TOP REINFORCEMENT <\/td>\n<\/tr>\n
117<\/td>\nSTEP 9\u2014SKIN REINFORCEMENT <\/td>\n<\/tr>\n
119<\/td>\nBEAM EXAMPLE 3\u2014CONTINUOUS INTERIOR T-BEAM AT EXTERIOR SUPPORT
STEP 1\u2014MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
120<\/td>\nSTEP 2\u2014BEAM GEOMETRY
STEP 3\u2014FLEXURAL DESIGN FOR SERVICEABILITY <\/td>\n<\/tr>\n
123<\/td>\nSTEP 4\u2014CHECK CREEP RUPTURE STRESS LIMIT
STEP 5\u2014CHECK FLEXURAL STRENGTH <\/td>\n<\/tr>\n
125<\/td>\nSTEP 6\u2014DEVELOPMENT LENGTH AND HOOKS <\/td>\n<\/tr>\n
127<\/td>\nSTEP 7\u2014DETAIL THE TOP REINFORCEMENT <\/td>\n<\/tr>\n
128<\/td>\nSTEP 9\u2014SKIN REINFORCEMENT <\/td>\n<\/tr>\n
131<\/td>\nBEAM EXAMPLE 4\u2014SHEAR DESIGN OF FIRST INTERIOR BEAM
STEP 1\u2014MATERIAL PROPERTIES <\/td>\n<\/tr>\n
132<\/td>\nSTEP 2\u2014BEAM GEOMETRY AND LOADS <\/td>\n<\/tr>\n
133<\/td>\nSTEP 3\u2014BEAM SHEAR CONTRIBUTION <\/td>\n<\/tr>\n
135<\/td>\nSTEP 4\u2014DETERMINE SPACING OF GFRP STIRRUPS <\/td>\n<\/tr>\n
137<\/td>\nSTEP 5\u2014CHECK SHEAR AT BAR CUTOFF LOCATIONS <\/td>\n<\/tr>\n
138<\/td>\nSTEP 6\u2014FINAL STIRRUP PLACEMENT <\/td>\n<\/tr>\n
139<\/td>\nSTEP 7\u2014FINAL STIRRUP DETAILING <\/td>\n<\/tr>\n
140<\/td>\nBEAM EXAMPLE 5\u2014CONTINUOUS EXTERIOR L-BEAM
STEP 1\u2014MATERIAL PROPERTIES <\/td>\n<\/tr>\n
142<\/td>\nSTEP 2\u2014BEAM GEOMETRY
STEP 3\u2014LOADS AND PATTERNS <\/td>\n<\/tr>\n
143<\/td>\nSTEP 4\u2014ANALYSIS <\/td>\n<\/tr>\n
144<\/td>\nSTEP 5\u2014FLEXURAL DESIGN AT MIDSPAN <\/td>\n<\/tr>\n
152<\/td>\nSTEP 6\u2014DETAIL THE BOTTOM REINFORCEMENT <\/td>\n<\/tr>\n
155<\/td>\nSTEP 7\u2014NEGATIVE MOMENT REINFORCEMENT <\/td>\n<\/tr>\n
159<\/td>\nSTEP 8\u2014SKIN REINFORCEMENT <\/td>\n<\/tr>\n
160<\/td>\nSTEP 9\u2014SHEAR REINFORCEMENT REQUIREMENTS <\/td>\n<\/tr>\n
162<\/td>\nSTEP 9\u2014TORSION REINFORCEMENT REQUIREMENTS <\/td>\n<\/tr>\n
169<\/td>\nSTEP 10\u2014CHECK FLEXURAL STRENGTH IN THE NEGATIVE MOMENT REGION <\/td>\n<\/tr>\n
170<\/td>\nSTEP 11\u2014DETAILING LONGITUDINAL REINFORCEMENT <\/td>\n<\/tr>\n
177<\/td>\nCHAPTER 10\u2014COLUMNS <\/td>\n<\/tr>\n
180<\/td>\nCOLUMN EXAMPLE 1\u2014INTERIOR COLUMN ANALYSIS <\/td>\n<\/tr>\n
181<\/td>\nSTEP 1\u2014DETERMINE COLUMN SIZE <\/td>\n<\/tr>\n
183<\/td>\nSTEP 2\u2014EVALUATE SLENDERNESS <\/td>\n<\/tr>\n
185<\/td>\nSTEP 3\u2014SWAY OR NONSWAY MOMENT FRAME <\/td>\n<\/tr>\n
186<\/td>\nSTEP 4\u2014DETERMINE SECOND-ORDER (P\u2206) EFFECTS FOR SWAY <\/td>\n<\/tr>\n
187<\/td>\nSTEP 5\u2014SUMMARY <\/td>\n<\/tr>\n
188<\/td>\nCOLUMN EXAMPLE 2\u2014INTERIOR COLUMN DESIGN
STEP 1\u2014LONGITUDINAL REINFORCEMENT MATERIAL PROPERTIES
STEP 2\u2014INITIAL DESIGN OF LONGITUDINAL REINFORCEMENT <\/td>\n<\/tr>\n
189<\/td>\nSTEP 3\u2014AXIAL LOAD-MOMENT INTERACTION DIAGRAM <\/td>\n<\/tr>\n
194<\/td>\nSTEP 4\u2014TRANSVERSE REINFORCEMENT MATERIAL PROPERTIES <\/td>\n<\/tr>\n
195<\/td>\nSTEP 5\u2014DETAILING TRANSVERSE REINFORCEMENT <\/td>\n<\/tr>\n
197<\/td>\nSTEP 6\u2014REINFORCEMENT THROUGH THE JOINT AT LEVEL 2
STEP 7\u2014DETAIL THE COLUMN SPLICE AT JOINT AT LEVEL 2 <\/td>\n<\/tr>\n
199<\/td>\nSTEP 8\u2014SUMMARY <\/td>\n<\/tr>\n
200<\/td>\nREFERENCES <\/td>\n<\/tr>\n
201<\/td>\nAuthored documents <\/td>\n<\/tr>\n
204<\/td>\nAPPENDIX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

MNL-7(23) GFRP-Reinforced Concrete Design Handbook<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":449498,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-449491","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\/449491","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\/449498"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=449491"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=449491"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=449491"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}