In this book explain about Reinforced Concrete Design that complied with ACI 318-14 (American Concrete Institute) for Building Code included Examples and Problem that applied to MIDAS Design. Now you can consider with list of content below.
Title: Design of Reinforced Concrete Ninth Edition by JACK C.McCORMAC RUSSELL H.BROWN
Page Number: 121 pages
File type: pdf
File size: 41.0 MB
Permission: available downloading go to bottom of page.
Content of this book
Chapter 1 Why midas Gen MIDAS Design Guide as per ACI318M-14
CHAPTER 2 ACI 318M-14 Design Guide
1 Overview ................................................................................................................... 1
1.1 Design Scope ...................................................................................................... 1
1.2 Design Information ............................................................................................. 2
1.2.1 Member Assignment..................................................................................... 2
1.2.2 Unbraced Length .......................................................................................... 2
1.2.3 Live Load Reduction Factor.......................................................................... 3
1.2.4 Imperfections................................................................................................. 4
1.2.5 P-Delta Analysis............................................................................................ 5
1.2.6 Pattern Loading............................................................................................. 5
1.2.7 Selection of Design....................................................................................... 6
2 General Information ................................................................................................... 7
2.1 Material : Concrete ............................................................................................. 7
2.2 Material : Steel Rebar ......................................................................................... 8
2.2.1 Steel strength and Modulus of elasticity...................................................... 8
2.2.2 Limitation of steel strength.......................................................................... 10
2.3 Structure System Requirement .......................................................................... 11
2.4 Load Combinations ............................................................................................ 12
2.5 Design Criteria for Rebars ................................................................................. 13
2.6 Minimum spacing of rebar ................................................................................. 15
3 Beam Design ............................................................................................................. 16
3.1 General ............................................................................................................... 16
3.2 Beam Flexural Design ........................................................................................ 16
3.2.1 Maximum & Minimum rebar of flexural members..................................... 17
3.2.2 Distribution of flexural rebar........................................................................ 18
3.2.3 Maximum tensile rebar check....................................................................... 19
3.2.4 Calculation of Flexural Strength (Mn) – Doubly rebar................................. 20
3.2.5 Rebar Input for Beam Checking................................................................... 22
3.2.6 Design load combinations............................................................................. 22
3.3 Beam Shear Design ............................................................................................. 23
3.3.1 General rule................................................................................................... 24
3.3.2 Calculation of shear strength of concrete, Vc............................................... 25
3.3.3 Calculation of shear strength of rebar, Vs..................................................... 25
3.3.4 Design Criteria for Rebars............................................................................ 26
3.3.5 Shear in Concrete Code Checking................................................................ 27
3.3.6 Design Load Combinations........................................................................... 27
3.4 Beam Serviceability check - Deflection .............................................................. 28
3.4.1 Deflection calculation for Beams and One-Way Slabs................................. 28
4 Column Design .......................................................................................................... 31
4.1 Design for flexure with axial force ..................................................................... 31
4.1.1 General.......................................................................................................... 31
4.1.2 Calculation of design moment...................................................................... 32
4.1.3 Generation of P-M curve.............................................................................. 37
4.1.4 Limits for rebar of compression members................................................... 39
4.2 Design of biaxially loaded column ..................................................................... 40
4.2.1 Determination of the Eccentric Axial Load Capacity................................... 40
4.2.2 Design Criteria for Rebars............................................................................ 46
4.2.3 Concrete checking for columns.................................................................... 46
4.2.4 Rebar Input for Column Checking................................................................ 46
4.2.5 Design load combinations............................................................................. 47
4.3 Design for shear with axial force ........................................................................ 47
4.3.1 Limits for this spacing................................................................................... 47
4.3.2 Concrete Shear strength considered axial force............................................ 48
4.3.3 Rebar Shear strength considered axial force................................................. 48
4.3.4 Check design ratio......................................................................................... 48
5 Slab Design ......................................................................... 49
5.1 Flexural Design .................................................................................................. 49
5.1.1 General.......................................................................................................... 49
5.2 Two-way shear design of slab ............................................................................. 50
5.2.1 Design Shear force........................................................................................ 50
5.2.2 Calculation of Critical Shear......................................................................... 50
5.2.3 Calculation of concrete shear strength Vc .................................................... 51
5.2.4 Calculation of steel shear strength Vs........................................................... 51
5.2.5 Design considering Wood-Armer moment.................................................... 52
5.3 Design Criteria for Rebars and Load Combinations ............................................ 53
6 Wall Design ................................................................................................................. 56
6.1 General ................................................................................................................. 56
6.1.1 Analysis type of Wall..................................................................................... 56
6.1.2 Rebar detailing............................................................................................... 57
6.2 Design for flexure with axial force ...................................................................... 58
6.3 Shear design ......................................................................................................... 58
6.3.1 In-plane shear Design.................................................................................... 58
6.3.2 Out-of-plane flexural and shear Design......................................................... 60
6.4 Design Criteria for Rebars ................................................................................... 60
6.5 Concrete code checking for walls ........................................................................ 61
6.6 Rebar Input for Wall Checking ............................................................................ 61
6.7 Design load combinations .................................................................................... 61
7 Verification of Design/Check Results ......................................................................... 62
7.1 Design Result Dialog Box ................................................................................... 62
7.2 Design/Check Reports ......................................................................................... 62
8 Seismic detail .............................................................................................................. 65
8.1 Details of Rebar in Two-way Slabs without Beams ............................................ 65
8.2 Seismic Requirement of Moment frames in midas Gen ..................................... 65
8.3 Strong Column-Weak Beam Design ................................................................... 68
8.4 Shear Design according to special provision for seismic design......................... 69
8.4.1 Design Shear Forces of Beam according to ACI318M-14 18.6.5................. 70
8.4.2 Design Shear Forces of Column according to ACI318M-14 18.7.6.1.......... 70
8.4.3 Design code setting for Shear design............................................................ 71
8.4.4 Ductile Design in Gen................................................................................... 72
8.4.5 Shear Design of special structural wall......................................................... 73
8.5 Boundary Elements design of Special Structural Walls ..................................... 74
8.5.1 Special boundary element design................................................................. 74
8.5.2 Design Setting for wall seismic design........................................................ 77
8.5.3 Design Result for Special boundary element............................................... 78
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