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STR04 - ASCE 7 SEISMIC DESIGN
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01- ACI 318 & ASCE7 & & UBC97
02- Earthquake definition & scales
03- Scope of seismic design
04- Base definition & base shear
05- Fundamental period (T1)
06- Story drift (dr) & displacement
07- P-Delta effects
08- Shear walls & bearing walls
09- Rigid & flexible diaphragms
10- Weak story & soft story
11- Centers of mass & rigidity (CM & CR)
12- Difference between ductility and stiffness
13- Reduction of moment of inertia (I)
14- Damping in structures
15- Response modification factor (R)
16- XYZ components of earthquake
17- Hinged or Fixed or Roller !
01- Select a structural system
02- Adding LISP (CT) - Correct arabic font in AutoCAD
03- Exploring arch drawings for projects
04- Creating structural system for project 02 - Part 01
05- Creating structural system for project 02 - Part 02
06- Creating structural system for project 02 - Part 03
07- Slab thickness for project 02 - Part 01
08- Slab thickness for project 02 - Part 02
01- Unit system
02- User interface
03- RC material properties
04- Rebar material properties
05- Material properties in ETABS
06- Slab & Wall type section properties
07- Frame sections definition
08- Import sections from another file
09- One story or similar or all stories
01- Exploring tower arch file
02- Analytical model definition
03- Creating DXF File 01
04- Creating DXF File 02
05- Creating DXF File 03
06- Creating DXF File 04
07- Modelling in ETABS
08- Change support types
09- Check model warnings and fix it automatically
10- Load types
11- Own weight calculations
12- Covering loads calculations
13- Arch walls loads calculations
14- Live loads calculation (ASCE 7-16)
15- Define vertical loads
16- Ultimate & working design methods
17- Add load combinations (vertical)
18- Define & edit stories heights and elevations
19 - Manual design of short columns
20- Design columns for vertical loads
21- Get columns sections for vertical loads
22- Define stairs loads effect
01- Base shear force calculation steps (V)
02- Effective seismic weight (W)
03- Define mass source
04- Diaphragm definition
05- Inertia modifiers
06- Seismic cases
07- Define seismic case in ETABS
08- Define fundamental period (T)
09- Define seismic coefficients
10- Seismic cases definition
11- Check base shear values
12- Check time period in ETABS
13 - Fundamental period summary
01- Multiple seismic checks !
02- (1) Check drift 01
03- (1) Check drift 02
04- (2) Rules for adding shear walls
05- (2) Adding shear walls - trial (1)
06- (2) Check drift after shear walls trial (1)
07- (2) Adding shear walls - trial (2)
08- (3) Check CM & CR - trial (1)
09- (3) Discussion about CM and CR
10- (3) Check CM & CR - trial (2)
11- (3) Different cases for center of rigidity (CR)
12- (4) Define load combinations (Lateral) & envelope
13- (4) Check cracked wall sections
14- (5) Check torsional irregularity (Ax)
15- (6) Check P-Delta effects
16- (6) Consider P-Delta effects
17- (7) Check soft-story & extreme stoft-story irregularity
01- Design or check !
02- Design of axially loaded columns (Pu)
03- Design of uniaxially loaded columns (Pu_Mu)
04- Design of biaxially loaded columns (Pu_Mux_Muy)
05- Columns design settings
06- Design of columns 01
07- Solving overstressed (OS) for column in ETABS
08- Design of columns 02
09- Design of columns 03 (PMM ratio)
10- How to consider only shear walls in seismic resistance!
11- Design of shear walls 01
12- Design of shear walls 02
13- Design of shear walls 03
14- Error in ETABS to terminate
15- Calculating bars number for wall section (W1)
16- Calculating bars number for wall section (W2)
17- Shear wall reinforcement provisions (EGY)
01- Types of foundations
02- Soil report contents
03- Walls division in ETABS
04- Export from ETABS to SAFE
05- SAFE file revision
06- Raft modelling in SAFE
07- Define soil subgrade modulus for raft in SAFE
08- Define earthquake working combinations
09- Check soil pressure (BC)
10- Check punching shear
11- Bending moment design using Excel
12- Bending moment design using SAFE
13- Raft & Slab reinforcement
01- Dynamic analysis provisions
02- Vertical irregularity cases
03- Horizontal irregularity cases
04- Soft-story & extreme soft-story
05- Mass irregularity (heavy story)
06- Vertical geometry irregularity
07- Vertical discontinuity
08- Weak story
09- Torsional irregularity Ax
10- Re-entrant corners in plan
11- Diaphragm discontinuity
12- In plan irregularity
13- Non parallel columns and walls
14- Discussion about irregularity cases
01- Dynamic analysis provisions
02- Why to start static analysis before dynamic analysis !
03- Dynamic analysis methods
04- Modelling transfer beam in ETABS
05- Design of transfer beam due to vertical load
06- From static analysis to dynamic analysis
07- Define response spectrum function (RS)
08- Define dynamic analysis cases
09- Define modal case 01
10- Vertical load effect (Ev)
11- Define modal case 02
12- Overstrength factor (omega)
13- Dynamic load combinations (normal & special)
14- Define dynamic load combinations in ETABS
15- (1) Check participating mass ratio 90-
16- Why scaling dynamic force !
17- (2) Scaling dynamic force
18- (3) Check allowable drift
19- (4) Check CM & CR
20- (5) Check P-Delta effects
21- (6) Torsional irregularity effect
22- Modifying dynamic load combinations
23- (7) Check cracked walls
24- (8) Check final drift
25- Design of transfer beam & supporting columns
26- Transfer beam reinforcement detailing (long RFT)
27- Transfer beam reinforcement detailing (stirrups)
Q1- Overstrength factor
Q2- P-delta effects 1
Q3- P-delta effects 2
Q4- Drift calculations
01- Design of Short Columns
02- Check Long Columns Non Sway
03- Design of Beams (Mu, Qu, Tu)
04- Beam Section Capacity
05- Design of Slab Section
06- Calculate Wall Loads
07- Design of Isolated Footing
08- Combined Footing Design
09- Property Line Footing Design
10- Minimum Reinforcement Area
Checks_ASCE7
ACI Code - الكود الأمريكي للتصميم
ELEVATIONS
ASCE7 - الكود الأمريكي للأحمال
Dr. Nasr Younis Abboushi
Overstrength component
ETABS_FILES
PMM INTERACTION RATIO
RFT Ratios
Projects
SAFE_FILES
Soil_report
SEISMIC (ASCE7)
vertical component
Vertical reactions for columns
PDFs
CAD fonts Library
Download AutoCAD
Download SAFE
Project 1
Project 3
Project 2
Project 4
Project 8
Project 5
Project 6
Project 7
Project 9-Mosque
Project 13
Project 12
Project 11
Project 14
Project 15
Project 10-Mosque
Project 16
Project 17
Project 18
Project 19
Project 20-Mall
01 - Wind load approaches
ASCE7 Seismic Design -15-02- Wind - Wind Loads Simulation
03- Wind load calculations
04- Wind factors
05- Wind pressure coefficient (cp)
06- Gust factor
07- Gust factor excel sheet
08- Gust factor calculations
09- Wind load 4 cases
10- Define wind load pattern in ETABS
11- Define wind load combinations
12- Wind modifiers (service modifiers)
13- Prepare wind drift (service) model in ETABS
14- Check wind displacement
ASCE7 Seismic Design -16-01- From SAFE16 to SAFE21 - Introduction
ASCE7 Seismic Design -16-02- From SAFE16 to SAFE21 - Import DXF Architectural plan
ASCE7 Seismic Design -16-03- From SAFE16 to SAFE21 - Material definition
ASCE7 Seismic Design -16-04- From SAFE16 to SAFE21 - Sections definition
ASCE7 Seismic Design -16-05- From SAFE16 to SAFE21 - Long term deflection cases
ASCE7 Seismic Design -16-06- From SAFE16 to SAFE21 - Analysis & design resulrs
ASCE7 Seismic Design -16-07- From SAFE16 to SAFE21 - Foundations
Chapter 01 - Seismic Definitions & Idioms
01- ACI 318 & ASCE7 & & UBC97
Preview
02- Earthquake definition & scales
03- Scope of seismic design
04- Base definition & base shear
05- Fundamental period (T1)
06- Story drift (dr) & displacement
07- P-Delta effects
08- Shear walls & bearing walls
09- Rigid & flexible diaphragms
10- Weak story & soft story
11- Centers of mass & rigidity (CM & CR)
12- Difference between ductility and stiffness
13- Reduction of moment of inertia (I)
Preview
14- Damping in structures
15- Response modification factor (R)
16- XYZ components of earthquake
17- Hinged or Fixed or Roller !
Preview
Chapter 02 - Creating Structural Systems for Projects
01- Select a structural system
Preview
02- Adding LISP (CT) - Correct arabic font in AutoCAD
03- Exploring arch drawings for projects
04- Creating structural system for project 02 - Part 01
05- Creating structural system for project 02 - Part 02
06- Creating structural system for project 02 - Part 03
07- Slab thickness for project 02 - Part 01
08- Slab thickness for project 02 - Part 02
Chapter 03 - Introduction to ETABS
01- Unit system
Preview
02- User interface
03- RC material properties
04- Rebar material properties
05- Material properties in ETABS
06- Slab & Wall type section properties
07- Frame sections definition
08- Import sections from another file
09- One story or similar or all stories
Chapter 04 - Modelling Project in ETABS
01- Exploring tower arch file
Preview
02- Analytical model definition
03- Creating DXF File 01
04- Creating DXF File 02
05- Creating DXF File 03
06- Creating DXF File 04
07- Modelling in ETABS
08- Change support types
09- Check model warnings and fix it automatically
10- Load types
11- Own weight calculations
12- Covering loads calculations
13- Arch walls loads calculations
14- Live loads calculation (ASCE 7-16)
15- Define vertical loads
16- Ultimate & working design methods
17- Add load combinations (vertical)
18- Define & edit stories heights and elevations
19 - Manual design of short columns
20- Design columns for vertical loads
21- Get columns sections for vertical loads
22- Define stairs loads effect
Chapter 05 - Seismic Force Calculations (Equivalent static)
01- Base shear force calculation steps (V)
Preview
02- Effective seismic weight (W)
03- Define mass source
04- Diaphragm definition
05- Inertia modifiers
06- Seismic cases
Preview
07- Define seismic case in ETABS
08- Define fundamental period (T)
09- Define seismic coefficients
10- Seismic cases definition
11- Check base shear values
12- Check time period in ETABS
Preview
13 - Fundamental period summary
Chapter 06 - Seismic Checks
01- Multiple seismic checks !
Preview
02- (1) Check drift 01
03- (1) Check drift 02
04- (2) Rules for adding shear walls
05- (2) Adding shear walls - trial (1)
06- (2) Check drift after shear walls trial (1)
07- (2) Adding shear walls - trial (2)
08- (3) Check CM & CR - trial (1)
09- (3) Discussion about CM and CR
10- (3) Check CM & CR - trial (2)
11- (3) Different cases for center of rigidity (CR)
Preview
12- (4) Define load combinations (Lateral) & envelope
13- (4) Check cracked wall sections
14- (5) Check torsional irregularity (Ax)
15- (6) Check P-Delta effects
16- (6) Consider P-Delta effects
17- (7) Check soft-story & extreme stoft-story irregularity
Chapter 07 - Shear Walls & Columns Design
01- Design or check !
Preview
02- Design of axially loaded columns (Pu)
03- Design of uniaxially loaded columns (Pu_Mu)
04- Design of biaxially loaded columns (Pu_Mux_Muy)
05- Columns design settings
06- Design of columns 01
07- Solving overstressed (OS) for column in ETABS
08- Design of columns 02
09- Design of columns 03 (PMM ratio)
10- How to consider only shear walls in seismic resistance!
11- Design of shear walls 01
12- Design of shear walls 02
13- Design of shear walls 03
14- Error in ETABS to terminate
15- Calculating bars number for wall section (W1)
16- Calculating bars number for wall section (W2)
17- Shear wall reinforcement provisions (EGY)
Chapter 08 - Foundations Seismic Design
01- Types of foundations
Preview
02- Soil report contents
03- Walls division in ETABS
04- Export from ETABS to SAFE
05- SAFE file revision
06- Raft modelling in SAFE
07- Define soil subgrade modulus for raft in SAFE
08- Define earthquake working combinations
09- Check soil pressure (BC)
10- Check punching shear
11- Bending moment design using Excel
12- Bending moment design using SAFE
13- Raft & Slab reinforcement
Chapter 09 - Irregularity cases & solutions
01- Dynamic analysis provisions
Preview
02- Vertical irregularity cases
03- Horizontal irregularity cases
04- Soft-story & extreme soft-story
05- Mass irregularity (heavy story)
06- Vertical geometry irregularity
07- Vertical discontinuity
08- Weak story
09- Torsional irregularity Ax
10- Re-entrant corners in plan
11- Diaphragm discontinuity
12- In plan irregularity
13- Non parallel columns and walls
14- Discussion about irregularity cases
Chapter 10 - Dynamic analysis
01- Dynamic analysis provisions
Preview
02- Why to start static analysis before dynamic analysis !
03- Dynamic analysis methods
04- Modelling transfer beam in ETABS
05- Design of transfer beam due to vertical load
06- From static analysis to dynamic analysis
07- Define response spectrum function (RS)
08- Define dynamic analysis cases
09- Define modal case 01
10- Vertical load effect (Ev)
11- Define modal case 02
12- Overstrength factor (omega)
13- Dynamic load combinations (normal & special)
14- Define dynamic load combinations in ETABS
15- (1) Check participating mass ratio 90-
16- Why scaling dynamic force !
17- (2) Scaling dynamic force
18- (3) Check allowable drift
19- (4) Check CM & CR
20- (5) Check P-Delta effects
21- (6) Torsional irregularity effect
22- Modifying dynamic load combinations
23- (7) Check cracked walls
24- (8) Check final drift
25- Design of transfer beam & supporting columns
26- Transfer beam reinforcement detailing (long RFT)
27- Transfer beam reinforcement detailing (stirrups)
Preview
Chapter 11 - Questions & Answers
Q1- Overstrength factor
Preview
Q2- P-delta effects 1
Q3- P-delta effects 2
Q4- Drift calculations
Chapter 12 - ACI Design by Excel Sheets
01- Design of Short Columns
Preview
02- Check Long Columns Non Sway
03- Design of Beams (Mu, Qu, Tu)
04- Beam Section Capacity
05- Design of Slab Section
06- Calculate Wall Loads
07- Design of Isolated Footing
08- Combined Footing Design
09- Property Line Footing Design
10- Minimum Reinforcement Area
Chapter 13 - Files & Preferences
Checks_ASCE7
ACI Code - الكود الأمريكي للتصميم
ELEVATIONS
ASCE7 - الكود الأمريكي للأحمال
Dr. Nasr Younis Abboushi
Overstrength component
ETABS_FILES
PMM INTERACTION RATIO
RFT Ratios
Projects
SAFE_FILES
Soil_report
SEISMIC (ASCE7)
vertical component
Vertical reactions for columns
PDFs
CAD fonts Library
Download AutoCAD
Download SAFE
Chapter 14 - Projects Library
Project 1
Project 3
Project 2
Project 4
Project 8
Project 5
Project 6
Project 7
Project 9-Mosque
Project 13
Project 12
Project 11
Project 14
Project 15
Project 10-Mosque
Project 16
Project 17
Project 18
Project 19
Project 20-Mall
Chapter 15 - Wind Loads
01 - Wind load approaches
ASCE7 Seismic Design -15-02- Wind - Wind Loads Simulation
03- Wind load calculations
04- Wind factors
05- Wind pressure coefficient (cp)
06- Gust factor
07- Gust factor excel sheet
08- Gust factor calculations
09- Wind load 4 cases
10- Define wind load pattern in ETABS
11- Define wind load combinations
12- Wind modifiers (service modifiers)
13- Prepare wind drift (service) model in ETABS
14- Check wind displacement
Chapter 16 - Upgrade from SAFE2016 to SAFE2021
ASCE7 Seismic Design -16-01- From SAFE16 to SAFE21 - Introduction
ASCE7 Seismic Design -16-02- From SAFE16 to SAFE21 - Import DXF Architectural plan
ASCE7 Seismic Design -16-03- From SAFE16 to SAFE21 - Material definition
ASCE7 Seismic Design -16-04- From SAFE16 to SAFE21 - Sections definition
ASCE7 Seismic Design -16-05- From SAFE16 to SAFE21 - Long term deflection cases
ASCE7 Seismic Design -16-06- From SAFE16 to SAFE21 - Analysis & design resulrs
ASCE7 Seismic Design -16-07- From SAFE16 to SAFE21 - Foundations
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