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STR02 - ACI MANUAL DESIGN
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01- Material properties 01
02- Material properties 02
03- Creep & Shrinkage
04- Reinforcement Steel Properties
05- Unit System
06- Ultimate & Working Design Methods
07- Ultimate Load Factors
08- Brick Walls Loads Calculations
09- Strength Reduction Factor (Phi)
10- Punching shear cases _ Solutions
11- Inertia Modifiers
12- Stress-strain curve for concrete
13- Load combinations according to (ASCE7-16)
01- Determine Short and Long Column
02- Design of Short Columns 01
03- Design of Short Columns 02
04- Design of Short Columns 03
05- Design of Short Columns 04
06- Stirrups For Short Columns
07- Design of ( Pu _ Mu) Columns 01
08- Design of ( Pu _ Mu) Columns 02
09- Design of ( Pu _ Mu) Columns 03
10- Design of ( Pu _ Mu) Columns 04
11- Design of ( Pu _ Mux _ Muy ) Columns 01
12- Design of ( Pu _ Mux _ Muy ) Columns 02
13- Design of ( Pu _ Mux _ Muy ) Columns 03
14- Design of Long Columns 01
15- Design of Long Columns 02
16- Design of Long Columns 03
17- Design of Long Columns 04
18- Design of Long Columns 05
19- Design of L-Shape Columns
20- Minimum distance between steel bars in columns
01- Design beams for bending moment 01
02- Design beams for bending moment 02
03- Design beams for bending moment 03
04- Check steel strain
05- Design beams for bending moment 04
06- Design beams for bending moment 05
07- Design beams for bending moment as doubly reinforced section
08- Design beams for shear 01
09- Design beams for shear 02
10- Design hidden beams 01
11- Design hidden beams 02
12- Design T-sec beams 01
13- Design T-sec beams 02
14- Design T-sec beams 03
15- Design T-sec beams 04
16- Design T-sec beams 05
17- Design T-sec beams 06
18- Design beams for torsion 01
19- Design beams for torsion 02
20- Design beams for torsion 03
21- Minimum distance between steel bars in beams
22- Beam detailing (RFT+Stirrups)
23- Skin reinforcement provisions
ACI Manual Design -03-24- Beams - Skin reinforcement calculations
01- Different types of slabs
02- One way & Two way slabs
03- Calculate minimum slab thickness
04- Design of slabs for bending moment 01
05- Design of slabs for bending moment 02
06- Design of slabs for bending moment 03
07- Ribbed slabs types
08- Determine ribbed slabs thickness
09- Design of ribs for bending moment
10- Design of ribs for shear
11- Slabs Corner Reinforcement
12- Design of flat slabs for bending moment 01
13- Design of flat slabs for bending moment 02
14- Design of flat slabs for punching 01
15- Design of flat slabs for punching 02
16- Design of flat slabs for punching 03
17- Design of flat slabs for punching (stirrups)-(other example)
18- Deflection solutions for slabs
01- Types of Foundations
02- Soil report contents
03- Calculate footing area
04- Design footing for shear
05- Design footing for punching shear
06- Design footing for bending moment
07- Strip footings design steps
08- Strip footings area calculations
09- Design strip footings for shear
10- Design strip footings for bending moment
11- Eccentric footings types
12- Eccentric footings eccentricity (ek)
13- Calculate eccentric footing dimensions
14- Design eccentric footing for shear
15- Design eccentric footing for punching shear
16- Design eccentric footing for bending moment 01
17- Design eccentric footing for bending moment 02
18- Design eccentric footing for bending moment 03
19- Ground beams types
20- Design steps for ground beams
21- Calculate moment due to settlement of ground beams
22- Calculate reinforcement for ground beams
23- Design ground beams for bending moment
24- Check minimum reinforcement for ground beams
25- Isolated footings with tie beams
26- Design tie beams for differential settlement
01- Stairs types
02- Structural systems of stairs
03- Stairs properties
04- Calculate stairs slab thickness
05- Calculate landing loads
06- Calculate flight (run) loads
07- Check shear for slab section
08- Calculate bending moment for stairs slab
09- Design stairs for bending moment
10- Structural system for cantilever stairs
11- Calculate cantilever stairs slab thickness
12- Calculate cantilever stairs loads for landing
13- Calculate cantilever stairs loads for flight
06-14- Stairs - Design cantilever stairs for shear
06-15- Stairs - Design cantilever stairs for bending moment
06-16- Stairs - Flying stairs structural system
06-17- Stairs - Check flying stairs for shear
06-18- Stairs - Design flying stairs for bending moment
01- Difference between column and wall
02- Earth pressure types
03- Walls types
04- Retaining Walls Types
05- Calculate stability weights for retaining wall
06- Retaining wall checks
07- Check of sliding for retaining wall
08- Check of stability for retaining wall
09- Check of soil pressure under wall footing
10- Calculate bending moment for critical section
11- Design wall section for bending moment
12- Minimum reinforcement area for walls
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
ACI Excel Sheets
ACI Code - الكود الأمريكي للتصميم
ASCE7 - الكود الأمريكي للأحمال
Dr. Nasr Younis Abboushi
Notes For Each Chapter
Notes used through course
ACI Manual Design Final Exam, Model 01
ACI Manual Design Final Exam, Model 02
ACI Manual Design Final Exam, Model 03
ACI Manual Design Final Exam, Model 04
ACI Manual Design Final Exam, Model 05
ACI Manual Design Final Exam, Model 06
ACI Manual Design Final Exam, Model 07
ACI Manual Design Final Exam, Model 08
ACI Manual Design Final Exam, Model 09
ACI Manual Design Final Exam, Model 10
ACI Manual Design -11-01- ACI318-19 - Updates to ACI 318-19
ACI Manual Design -11-02- ACI318-19 - New rebar reinforcement grades
ACI Manual Design -11-03- ACI318-19 - Upper limit for (fy) for some calculations
ACI Manual Design -11-04- ACI318-19 - Minimum reinforcement area (As) for slabs
ACI Manual Design -11-05- ACI318-19 - Minimum thicknesses for two way slabs
ACI Manual Design -11-06- ACI318-19 - New value for modulus of rapture (fr)
ACI Manual Design -11-07- ACI318-19 - Modifications to one way shear calculations
ACI Manual Design -11-08- ACI318-19 - Calculations for shear parameters ( Lamda S & Ro )
ACI Manual Design -11-09- ACI318-19 - Concrete shear capacity calculations (Vc)
ACI Manual Design -11-10- ACI318-19 - Shear reinforcement area calculations (Av)
ACI Manual Design -11-11- ACI318-19 - Steel shear capacity calculations (Vs)
ACI Manual Design -11-12- ACI318-19 - Modifications to two way shear calculations (punching)
ACI Manual Design -11-13- ACI318-19 - Discussion about modulus of rapture (fr)
Chapter 01 - General Concepts
01- Material properties 01
Preview
02- Material properties 02
03- Creep & Shrinkage
04- Reinforcement Steel Properties
05- Unit System
06- Ultimate & Working Design Methods
07- Ultimate Load Factors
08- Brick Walls Loads Calculations
09- Strength Reduction Factor (Phi)
10- Punching shear cases _ Solutions
Preview
11- Inertia Modifiers
12- Stress-strain curve for concrete
13- Load combinations according to (ASCE7-16)
Chapter 02 - Design of Columns
01- Determine Short and Long Column
Preview
02- Design of Short Columns 01
03- Design of Short Columns 02
Preview
04- Design of Short Columns 03
05- Design of Short Columns 04
06- Stirrups For Short Columns
07- Design of ( Pu _ Mu) Columns 01
08- Design of ( Pu _ Mu) Columns 02
09- Design of ( Pu _ Mu) Columns 03
10- Design of ( Pu _ Mu) Columns 04
11- Design of ( Pu _ Mux _ Muy ) Columns 01
12- Design of ( Pu _ Mux _ Muy ) Columns 02
13- Design of ( Pu _ Mux _ Muy ) Columns 03
14- Design of Long Columns 01
15- Design of Long Columns 02
16- Design of Long Columns 03
17- Design of Long Columns 04
18- Design of Long Columns 05
19- Design of L-Shape Columns
20- Minimum distance between steel bars in columns
Chapter 03 - Design of Beams
01- Design beams for bending moment 01
Preview
02- Design beams for bending moment 02
Preview
03- Design beams for bending moment 03
04- Check steel strain
05- Design beams for bending moment 04
06- Design beams for bending moment 05
07- Design beams for bending moment as doubly reinforced section
08- Design beams for shear 01
09- Design beams for shear 02
10- Design hidden beams 01
11- Design hidden beams 02
12- Design T-sec beams 01
13- Design T-sec beams 02
14- Design T-sec beams 03
15- Design T-sec beams 04
16- Design T-sec beams 05
17- Design T-sec beams 06
18- Design beams for torsion 01
19- Design beams for torsion 02
20- Design beams for torsion 03
21- Minimum distance between steel bars in beams
22- Beam detailing (RFT+Stirrups)
23- Skin reinforcement provisions
ACI Manual Design -03-24- Beams - Skin reinforcement calculations
Chapter 04 - Design of Slabs
01- Different types of slabs
Preview
02- One way & Two way slabs
03- Calculate minimum slab thickness
04- Design of slabs for bending moment 01
05- Design of slabs for bending moment 02
06- Design of slabs for bending moment 03
07- Ribbed slabs types
08- Determine ribbed slabs thickness
09- Design of ribs for bending moment
10- Design of ribs for shear
11- Slabs Corner Reinforcement
12- Design of flat slabs for bending moment 01
13- Design of flat slabs for bending moment 02
14- Design of flat slabs for punching 01
15- Design of flat slabs for punching 02
Preview
16- Design of flat slabs for punching 03
17- Design of flat slabs for punching (stirrups)-(other example)
18- Deflection solutions for slabs
Chapter 05 - Design of Foundations
01- Types of Foundations
Preview
02- Soil report contents
03- Calculate footing area
04- Design footing for shear
05- Design footing for punching shear
06- Design footing for bending moment
07- Strip footings design steps
Preview
08- Strip footings area calculations
09- Design strip footings for shear
10- Design strip footings for bending moment
11- Eccentric footings types
12- Eccentric footings eccentricity (ek)
13- Calculate eccentric footing dimensions
14- Design eccentric footing for shear
15- Design eccentric footing for punching shear
16- Design eccentric footing for bending moment 01
17- Design eccentric footing for bending moment 02
18- Design eccentric footing for bending moment 03
19- Ground beams types
20- Design steps for ground beams
21- Calculate moment due to settlement of ground beams
22- Calculate reinforcement for ground beams
23- Design ground beams for bending moment
24- Check minimum reinforcement for ground beams
25- Isolated footings with tie beams
26- Design tie beams for differential settlement
Chapter 06 - Design of Stairs
01- Stairs types
Preview
02- Structural systems of stairs
03- Stairs properties
04- Calculate stairs slab thickness
05- Calculate landing loads
Preview
06- Calculate flight (run) loads
07- Check shear for slab section
08- Calculate bending moment for stairs slab
09- Design stairs for bending moment
10- Structural system for cantilever stairs
11- Calculate cantilever stairs slab thickness
12- Calculate cantilever stairs loads for landing
Preview
13- Calculate cantilever stairs loads for flight
06-14- Stairs - Design cantilever stairs for shear
06-15- Stairs - Design cantilever stairs for bending moment
06-16- Stairs - Flying stairs structural system
Preview
06-17- Stairs - Check flying stairs for shear
06-18- Stairs - Design flying stairs for bending moment
Chapter 07 - Design of Walls
01- Difference between column and wall
Preview
02- Earth pressure types
03- Walls types
04- Retaining Walls Types
05- Calculate stability weights for retaining wall
06- Retaining wall checks
Preview
07- Check of sliding for retaining wall
08- Check of stability for retaining wall
09- Check of soil pressure under wall footing
10- Calculate bending moment for critical section
11- Design wall section for bending moment
12- Minimum reinforcement area for walls
Chapter 08 - Design by Excel Sheets
01- Design of Short Columns
Preview
02- Check Long Columns Non Sway
03- Design of Beams (Mu, Qu, Tu)
Preview
04- Beam Section Capacity
05- Design of Slab Section
Preview
06- Calculate Wall Loads
07- Design of Isolated Footing
08- Combined Footing Design
09- Property Line Footing Design
10- Minimum Reinforcement Area
Chapter 09 - Files & References
ACI Excel Sheets
ACI Code - الكود الأمريكي للتصميم
ASCE7 - الكود الأمريكي للأحمال
Dr. Nasr Younis Abboushi
Notes For Each Chapter
Notes used through course
Chapter 10 - Final Exam
ACI Manual Design Final Exam, Model 01
ACI Manual Design Final Exam, Model 02
ACI Manual Design Final Exam, Model 03
ACI Manual Design Final Exam, Model 04
ACI Manual Design Final Exam, Model 05
ACI Manual Design Final Exam, Model 06
ACI Manual Design Final Exam, Model 07
ACI Manual Design Final Exam, Model 08
ACI Manual Design Final Exam, Model 09
ACI Manual Design Final Exam, Model 10
Chapter 11 - Updates to ACI318-19
ACI Manual Design -11-01- ACI318-19 - Updates to ACI 318-19
ACI Manual Design -11-02- ACI318-19 - New rebar reinforcement grades
ACI Manual Design -11-03- ACI318-19 - Upper limit for (fy) for some calculations
ACI Manual Design -11-04- ACI318-19 - Minimum reinforcement area (As) for slabs
ACI Manual Design -11-05- ACI318-19 - Minimum thicknesses for two way slabs
ACI Manual Design -11-06- ACI318-19 - New value for modulus of rapture (fr)
ACI Manual Design -11-07- ACI318-19 - Modifications to one way shear calculations
ACI Manual Design -11-08- ACI318-19 - Calculations for shear parameters ( Lamda S & Ro )
ACI Manual Design -11-09- ACI318-19 - Concrete shear capacity calculations (Vc)
ACI Manual Design -11-10- ACI318-19 - Shear reinforcement area calculations (Av)
ACI Manual Design -11-11- ACI318-19 - Steel shear capacity calculations (Vs)
ACI Manual Design -11-12- ACI318-19 - Modifications to two way shear calculations (punching)
ACI Manual Design -11-13- ACI318-19 - Discussion about modulus of rapture (fr)
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