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Design of cast-in-situ reinforced concrete one-way slabes. Thiết kế sàn sườn có bản một phương bê tông cốt thép toàn khối
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Tác giảTS. Nguyễn Trường Thắng
ISBN2017-DOCRCOS1
ISBN điện tử978-604-82- 6759-9
Khổ sách19 x 26,5 cm
Năm xuất bản (tái bản)2017
Danh mụcTS. Nguyễn Trường Thắng
Số trang114
Ngôn ngữvi
Loại sáchEbook;Sách giấy;
Quốc giaViệt Nam
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Giới thiệu
Mục lục

In practice, slabs are the horizontal and structural components in buildings that separate storey from storey and roof. They can also be used as shallow foundation, cover or wall panels in liquid-containing tanks, technical floors in utility stations, desk slabs in bridges, etc.

Cast-in-situ reinforced concrete (RC) slabs supported by beams or walls, so-called slab-and-beam systems, are commonly used in civil and industrial construction owing to the following advantages: (i) Good load bearing capacity; (ii) Good stiffness; (Hi) Easy for maintenance; (iv) Good fire resistance; (v) Flexible for both indoor and outdoor use purposes, etc.

In terms of structural behavior, the slab-and-beam system having four-side supported slab panels can be categorized into two types depending on aspect ratio, which is the ratio between the longer and the shorter sides of the rectangular slab panel. If the aspect ratio is higher than 2.0, the system can be referred to as one-way slabs, otherwise it will work as two-way slabs.

This book introduces the concept, calculation procedure and an example for the design in ultimate limit states of continuous beam-type slab panels, secondary beams and main beams of cast-ỉn-situ RC one-way slabs to current national design standard for concrete structures TCVN 5574:2012.

This is a continuity of a series of text books drafted and edited under the guidance of Department of concrete structures, Faculty of Building and Industrial Construction, National University of Civil Engineering (NƯCE) and can be used for English-system students (XE, CDE, MNE, etc.) as well as for students from other engineering universities who study reinforced concrete structures and the associated subject projects or conduct final year projects.

The book can also be used as a reference technical material for practice engineers when establishing structural calculation sheets and design reports, for site supervisors, and for contractors working in the construction projects that require Vietnamese-English bilingual documentation and technical communication.

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CONTENTSPage
Preface            3

Chapter 1

CONCEPT OF CAST-IN-SITU RC SLAB-AND-BEAM SYSTEMS

9
1.1. Introduction         9
1.2. Components of slab-and-beam systems  10
1.3. Structural behavior of slab panels            10
1.3.1. Behavior of slab panels                         10
1.3.2. One-way and two-way slab panels       11
1.4. Beams in slab-and-beam systems            12
1.5. Boundary walls and columns       14

Chapter 2

CALCULATION OF CAST-IN-SITU RC ONE-WAY SLABS  

15
2.1. Structural system 15
2.1.1. Sizing of slab components                                16
2.1.2. Materials for structures 17
2.2. Calculation of one-way slab panels         18
2.2.1. Calculation diagram                              18
2.2.2. Loading on one-way slab          19
2.2.3. Internal forces in beam-slab strip         20
2.2.4. Calculation of reinforcement    21
2.2.5. Detailing requirement                           23
2.3. Calculation of secondary beams  25
2.3.1. Calculation diagram      25
2.3.2. Loading on secondary beams    26
2.3.3.Internal forces    27
2.3.4. Calculation of longitudinal reinforcement for bending            29
2.3.5. Strength calculation on inclined sections                     33
2.4. Calculation of main beams          37
2.4.1. Calculation diagram      37
2.4.2. Loading on main beams            38
2.4.3. Internal forces of main beams   39
2.4.4. Calculation of longitudinal reinforcement for bending            42
2.4.5. Strength calculation on inclined sections..       44
2.4.6. Calculation of reinforcement for breaking-off             48
2.5. Detailing requirements for beams            49
2.5.1. Detailing requirements  49
2.5.2. Anchorage length (lan)of reinforcement to supports     50
2.5.3. Curtailment of tension longitudinal rebars       51
2.6. Material resistance envelope       53
2.7. Design requirement for cracks and defromation 54

Chapter 3

DESIGN EXAMPLE ON CAST-IN-SITU RC ONE-WAY SLABS

56
3.1. Design data56
3.2. Design of one-way slab panels    57
3.2.1. Analysis of the structural system                      57
3.2.2. Sizing for structural members 57
3.2.3. Calculation diagram                  57
3.2.4. Design loads.58
3.2.5. Internal forces   58
3.2.6. Calculation of reinforcement for bending        59
3.2.7. Distribution reinforcement                    62
3.3. Design of secondary beams         62
3.3.1. Calculation diagram      62
3.3.2. Design loads     63
3.3.3. Internal forces                           64
3.3.4. Calculation of reinforcement for bending (longitudinal rebars)           65
3.3.5. Calculation of reinforcement for shear 67
3.3.6. Establishing of material resistance envelope    71
3.3.7. Anchorage of longitudinal rebars         74
3.3.8. Distribution reinforcement                                74
3.4. Design of main beams                             76
3.4.1. Calculation diagram      76
3.4.2. Design loads     76
3.4.3. Internal forces   77
3.4.4. Calculation of reinforcement for bending (longitudinal rebars)           83
3.4.5. Calculation of reinforcement for shear                         86
3.4.6. Calculation of reinforcement for breaking-off                         91
3.4.7. Establishing of material resistance envelope    92
3.4.8. Anchorage of longitudinal rebars         96
3.4.9. Distribution reinforcement                    96
3.5. Bill of quantity     98
APPENDIXES          101
REFERENCES        113
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