AL MADINAH HOUSING

FIRST FLOOR
BLD-B

1ST-FL-PART B.cpt
2024-05-20

RAM Concept © 2022 Bentley Systems, Inc.

RAM Concept™ is a trademark of Bentley Systems
8.4
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Table of Contents
Units ..................................................................................................................................................................................................................................
3
Signs ..................................................................................................................................................................................................................................
4
Materials ............................................................................................................................................................................................................................
5
Loadings ............................................................................................................................................................................................................................
6
Load Combinations .............................................................................................................................................................................................................
7
Tendon Parameters Groups .................................................................................................................................................................................................
10
Element: Slab Summary Plan ...............................................................................................................................................................................................
11
Other Dead Loading: All Loads Plan .....................................................................................................................................................................................
12
Live (Unreducible) Loading: All Loads Plan ...........................................................................................................................................................................
13
L.T.D: Max Deflection Plan ..................................................................................................................................................................................................
14
INC.D: Max Deflection Plan .................................................................................................................................................................................................
15
Design Strip: Latitude Design Spans Plan .............................................................................................................................................................................
16
Design Strip: Longitude Design Spans Plan ...........................................................................................................................................................................
17
Manual Latitude Tendon: Standard Plan ...............................................................................................................................................................................
18
Manual Longitude Tendon: Standard Plan ............................................................................................................................................................................
19
Service Design: Top Stress Plan ...........................................................................................................................................................................................
20
Service Design: Centroid Stress Plan ....................................................................................................................................................................................
21
Service Design: Bottom Stress Plan ......................................................................................................................................................................................
22
Design Status: Status Plan ...................................................................................................................................................................................................
23
Design Status: Top Reinforcement Plan ................................................................................................................................................................................
24
Design Status: Bottom Reinforcement Plan ...........................................................................................................................................................................
25
Design Status: Punching Shear Status Plan ...........................................................................................................................................................................
26
Design Status: Punching Shear Stress Plan ...........................................................................................................................................................................
27
Design Status: SSR Plan ......................................................................................................................................................................................................
28

Table of Contents - 2
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Units
Geometry Units

Plan Dimensions: meters Slab Thickness: mm Support Dimensions: mm

Angles: degrees Elevations: mm Support Height: meters

Loading and Reaction Units

Point Force: kN Line Force: kN/m Area Force: kN/m²

- Report As Zero: 0 kN - Report As Zero: 0 kN/m - Report As Zero: 0 kN/m²
Point Moment: kN-m Line Moment: kN Area Moment: kN/m
- Report As Zero: 0 kN-m - Report As Zero: 0 kN - Report As Zero: 0 kN/m

Spring and Stiffness Units

Point Force Spring: kN/mm Line Force Spring: kN/mm² Area Force Spring: N/mm³
Point Moment Spring: kN-m/rad Line Moment Spring: kN/rad Area Moment Spring: kN/m-rad

Slab Analysis Units

Force: kN Moment: kN-m Concrete Stress: N/mm²

- Report As Zero: 0 kN - Report As Zero: 0 kN-m - Report As Zero: 0 N/mm²
Force Per Width: kN/m Moment Per Width: kN Deflection: mm
- Report As Zero: 0 kN/m - Report As Zero: 0 kN - Report As Zero: 0 mm

Materials Units

Concrete Volume: m³ Reinforcing Area: mm² Reinforcement Weight: tonnes

Tendon Force: kN Tendon Force Per Width: kN/m Tendon Profile: mm
Reinforcing Stress: N/mm² PT Weight: kg Cover: mm

Miscellaneous Units

Floor Area: m² Density: kg/m³ Elongations: mm

Tendon Angles (for friction): radians Temperature Change: °C

Units - 3
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Signs

Positive Loads

Positive Analysis

Positive Reactions

Signs - 4
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Materials
Concrete Mix
Mix Density Density For f'ci f'c fcui fcu Poissons Thermal Exp User Eci User Ec
Name (kg/m³) Loads (kg/m³) (N/mm²) (N/mm²) (N/mm²) (N/mm²) Ratio Coeff Ec Calc (N/mm²) (N/mm²)
FC'=35 2500 2500 25 35 30 45 0.2 1e-5 Code 21000 27810

PT Systems
System Aps Eps fse fpy fpu Duct Width Strands Min Radius
Name Type (mm²) (N/mm²) (N/mm²) (N/mm²) (N/mm²) (mm) Per Duct (meters)
12.7mm Bonded bonded 98.8 195000 1100 1580 1860 70 5 2

PT Stressing Parameters
System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction Long-Term Losses
Name (N/mm²) (mm) Friction (1/meters) (1/radians) (N/mm²)
12.7mm Bonded 1395 6 0.02 0.0017 0.2 125

Reinforcing Bars
Bar As Es Fy Straight 90 Hook 180 Hook
Name (mm²) (N/mm²) (N/mm²) Coating Ld/Db Ld/Db Ld/Db
10 78.5 200000 420 None Code Code Code
12 113 200000 420 None Code Code Code
16 201 200000 420 None Code Code Code
20 314 200000 420 None Code Code Code
25 491 200000 420 None Code Code Code
32 804 200000 420 None Code Code Code
40 1260 200000 420 None Code Code Code

SSR Systems
Stud Area Head Area Min Clear Head Specified Stud Fy Stud Spacing Rounding Min Studs System
SSR System Name (mm²) (mm²) Spacing (mm) Spacing (mm) (N/mm²) Increment (mm) Per Rail Type
10mm SSR 78.5 78.5 100 100 420 10 2 Double Stud
12mm SSR 113.1 113.1 100 100 420 10 2 Double Stud
Ancon Shearfix Auto-Size
78.54 706.9 15 None 500 1 2 Rail
Ancon Shearfix 10 mm78.54 706.9 15 None 500 1 2 Rail
Ancon Shearfix 12 mm113.1 1018 15 None 500 1 2 Rail
Ancon Shearfix 14 mm153.9 1385 15 None 500 1 2 Rail
Ancon Shearfix 16 mm201.1 1810 15 None 500 1 2 Rail
Ancon Shearfix 20 mm314.2 2827 15 None 500 1 2 Rail
Ancon Shearfix 24 mm452.4 4072 15 None 500 1 2 Rail

Materials - 5
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Loadings
Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor
Self-Dead Loading Self-Weight Normal 1 0.7143
Balance Loading Balance Normal 1 1
Hyperstatic Loading Hyperstatic Hyperstatic 1 1
Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 0
Other Dead Loading Dead Normal 1 0.7143
Live (Unreducible) Loading Live (Unreducible) Normal 1 0

Loadings - 6
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Load Combinations
All Dead LC
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Other Dead Loading 1 1

Dead + Balance LC
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1

Initial Service LC
Active Design Criteria: Initial Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1.13 1.13
Temporary Construction (At Stressing) Loading 1 1

Service LC: D + L
Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 1 0

Service LC: D + Lr
Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1

Service LC: D + S
Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Load Combinations - 7
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Load Combinations (2)

Service LC: D + 0.75L + 0.75Lr

Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.75 0

Service LC: D + 0.75L + 0.75S

Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.75 0

Sustained Service LC
Active Design Criteria: Sustained Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1 1
Balance Loading 1 1
Other Dead Loading 1 1
Live (Unreducible) Loading 0.5 0.5

Factored LC: 1.4D

Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.4 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.4 0.9

Factored LC: 1.2D + 1.6L + 0.5Lr

Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1.6 0

Load Combinations - 8
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Load Combinations (3)

Factored LC: 1.2D + f1L + 1.6Lr
Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1 0

Factored LC: 1.2D + 1.6L + 0.5S

Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1.6 0

Factored LC: 1.2D + f1L + 1.6S

Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 1.2 0.9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Unreducible) Loading 1 0

L.T.D
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 3 3
Balance Loading 3 3
Other Dead Loading 3 3
Live (Unreducible) Loading 1.5 1.5

INC.D
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self-Dead Loading 2 2
Balance Loading 2 2
Other Dead Loading 2 2
Live (Unreducible) Loading 1.5 1.5

Load Combinations - 9
 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Tendon Parameters Groups

Banded Tendon Polyline Groups
Group PT I.P. Eff. Force Number of Min Force Max Force Force Incr. Min Max Strands
Name System Ratio (kN) Strands Optimize (kN) (kN) (kN) Strands Strands Increment

Distributed Tendon Quadrilateral Groups

Group PT I.P. Spacing Eff. Force # Strands Min Force Max Force Force Incr. Min StrandsMax StrandsStrands Incr.
Name System Ratio (meters) (kN/m) (1/meters) Optimize (kN/m) (kN/m) (kN/m) (1/meters) (1/meters) (1/meters)

Profile Polyline Groups

Group Elevation Elevation Min Elevation Max Elevation Elevation Incr.
Name Reference (mm) Optimize (mm) (mm) (mm)

Tendon Parameters Groups - 10

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Element: Slab Summary Plan

Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Outline Only; Point Springs; Line Springs; User Notes; User Lines; User Dimensions;
Scale = 1:225

t=700 t=700t=700
t=280
t=280
t=280 t=280
t=280 t=280
t=280 t=280

t=800t=800t=800 t=800
t=280
t=280
t=70t=70

t=800 t=800
t=280 t=280
t=280
0 t=70

t=280 t=280

t=700
t=280 t=280 t=280
0 t=70

t=280 t=280 t=280

t=280 t=280
t=280
t=280 t=280
0 0 t=70

t=280 t=280 t=280

t=280
t=280 t=230 t=230

t=700
t=230

t=800
t=70

t=230
t=230
t=230 t=230 t=230
0 0

t=230

t=700
t=800
t=800
t=230 t=230 t=230 t=230

t=700
t=700 t=700
t=800 t=800t=800
t=230 t=230 t=230
t=700 t=700

t=230 t=230
t=230

t=800 t=800
t=230 t=230
t=230

t=700 t=700
t=230 t=230
t=230
t=230 t=230

t=800
t=230 t=230
t=230

t=800
t=230
t=700 t=700 t=700

t=800
t=230 t=200

t=800
t=230 t=230 t=230
t=230 t=230 t=200 t=200 t=230
t=230

t=700
t=230 t=230

t=800 t=800

t=700
t=200 t=200 t=230
t=230 t=230

t=800 t=80
t=230
t=230

t=700
t=230 t=200 t=200 t=230
t=230
t=700

t=230 t=230 t=200 t=200 t=230

t=70

t=800 t=80

t=800
t=230 t=800
t=200 t=230
t=70

t=230 t=230 t=230

t=800
t=230
0t=70

t=230 t=230
t=230 t=200
0 t=70

t=800
0 t=80
t=230
0 0 t=700

t=800
0 0
t=230 t=230 t=230
t=230
t=230 t=230

t=700
t=230

t=800
t=230 t=230 t=230
t=200 t=230 t=230

t=800
t=230 t=230
t=230
t=80
t=230

t=800
t=230
t=700 t=700

t=230
t=80

t=230 t=200 t=230 t=230

t=800
0 t=80

t=230
t=200 t=200 t=230 t=230
0 t=80

t=230

t=800 t=800
t=230
t=230 t=230

t=700 t=700
t=800t=800
t=230
0 t0=80

t=230 t=230
t=230
t=200 t=230
t=700 t=70

t=230 t=800 t=230

t=80

t=200
t=230
0t=80

t=200 t=230

t=800t=800
t=200 t=230
0 0

t=230
t=200 t=200 t=200 t=230 t=230
t=230 t=230
t=800

t=230
t=70

t=230

t=700
t=230
t=230 t=230 t=230
t=200
0t=70

t=230 t=200
t=800 t=800

t=230 t=800 t=230 t=230

0 0

t=230 t=200
t=800

t=800
t=230 t=230 t=230 t=230 t=230 t=230
t=230

t=700 t=700 t=700 t=700

t=700

t=230t=230 t=200 t=230

t=230 t=230
t=70t=70

t=230
t=230
t=800 t=800
0 0 t=700

t=230
t=800

t=230 t=230 t=230

t=230 t=230
t=800

t=230 t=230
t=230 t=230 t=230
t=800 t=800
t=800 t=80

t=230
t=230 t=230

t=700 t=700t=700t=700 t=700 t=700

t=230
t=230 t=230
t=230 t=230
t=70t=70

t=800

t=230 t=230
t=80

t=800

t=230
0t=800
0 0 t=700

t=280 t=280 t=280

0t=80

t=230 t=230
t=800

t=280
t=280 t=280
t=280
t=280
t=800

t=230
t=80

t=280
t=280
0 0t=80

t=280 t=280
t=800

t=230 t=280 t=280 t=280

t=280 t=280
t=230
t=230
t=80

t=280
t=70

t=280
t=280 t=280
0 0

t=280
t=70

t=280 t=280 t=280 t=280

0 t=70

t=280
0 0t=70t0=700

t=280 t=280

Element: Slab Summary Plan - 11

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Other Dead Loading: All Loads Plan

Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Scale = 1:225

Fz=6.5

Fz=6.5 Fz=1.5 Fz=1.5 Fz=1.5

Fz=1.5 Fz=1.5 Fz=1.5 Fz=18.5
Fz=4 Fz=18.5
Fz=18.5
Fz=18.5 Fz=4
Fz=18.5
Fz=18.5
Fz=18.5 Fz=18.5
Fz=1.5 Fz=1.5
Fz=4 Fz=18.5
Fz=4
Fz=18.5 Fz=18.5 Fz=18.5
Fz=18.5
Fz=4 Fz=18.5 Fz=18.5
Fz=18.5 Fz=4
Fz=18.5 Fz=1.5
Fz=18.5 Fz=18.5
Fz=1.5
0.1 Fz=18.5
0.25 Fz=18.5
Fz=18.5

Fz=0.5
Fz=0.5

Fz=30
Fz=30
Fz=0.5 Fz=0.5
Fz=0.5 Fz=30
Fz=0.5

Fz=18.5
Fz=1.5
Fz=1.5
Fz=1.5 Fz=1.5
Fz=18.5 Fz=18.5 Fz=0.5
Fz=18.5 Fz=0.5 Fz=0.5
Fz=0.5 Fz=0.5
Fz=1.5 Fz=0.5
Fz=1.5 Fz=0.5 Fz=0.5
Fz=1.5
Fz=1.5
Fz=1.5

Fz=1.5
Fz=1.5
Fz=1.5
Fz=1.5
Fz=1.5
Fz=1.5
Fz=1.5

Fz=1.5 Fz=0.5 Fz=0.5

Fz=1.5 Fz=0.5
Fz=18.5 Fz=0.5
Fz=0.5 Fz=0.5 Fz=18.5 Fz=18.5
Fz=1.5
Fz=1.5
Fz=0.5 Fz=0.5 Fz=1.5

Fz=1.5
Fz=1.5
Fz=1.5
Fz=1.5
Fz=18.5
Fz=18.5
Fz=1.5 Fz=0.5 Fz=0.5
Fz=0.5 Fz=30
Fz=18.5
Fz=0.5 Fz=30

Fz=0.5
Fz=0.5
Fz=18.5 Fz=18.5

Fz=18.5
Fz=4
Fz=18.5 Fz=18.5
Fz=1.5 Fz=18.5
Fz=1.5
Fz=4 Fz=18.5
Fz=18.5
Fz=4
Fz=18.5 Fz=18.5
Fz=18.5 Fz=18.5 Fz=18.5 Fz=4
Fz=18.5
Fz=4
Fz=18.5 Fz=18.5
Fz=4
Fz=18.5 Fz=18.5
Fz=4 Fz=18.5
Fz=18.5
Fz=1.5 Fz=1.5 Fz=18.5 Fz=4
Fz=18.5
Fz=18.5 Fz=4 Fz=4 Fz=1.5
Fz=4
Fz=18.5 Fz=18.5 Fz=4
Fz=4
Fz=18.5
Fz=18.5

Fz=6.5

Fz=6.5

Other Dead Loading: All Loads Plan - 12

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Live (Unreducible) Loading: All Loads Plan

Live (Unreducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions;
Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Scale = 1:225

Fz=2

Fz=2

Fz=4.5
Fz=4.5

Fz=15
Fz=15
Fz=1.5 Fz=1.5
Fz=1.5 Fz=15
Fz=1.5

Fz=1.5
Fz=1.5 Fz=1.5
Fz=1.5 Fz=1.5
Fz=1.5
Fz=1.5 Fz=1.5

Fz=1.5 Fz=1.5
Fz=1.5
Fz=1.5 Fz=1.5
Fz=1.5
Fz=1.5 Fz=1.5

Fz=1.5 Fz=1.5
Fz=1.5 Fz=15
Fz=1.5 Fz=15

Fz=4.5
Fz=4.5

Fz=2

Fz=2

Live (Unreducible) Loading: All Loads Plan - 13

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

L.T.D: Max Deflection Plan

L.T.D: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:225
L.T.D - Vertical Deflection Plot (Maximum Values)

-2 0 2 4 6 8 10 12 14
Min Value = -2.011 mm @ (-35.81,8.455) Max Value = 14.8 mm @ (-30.18,4.262)

4
4

2.82
4 2

10 8 4
2 4
4 2 2

6 4 0
0 2
6
6 8 4
6 4
10
8 10 2
2
6
2 4
4 6
2
4
6

4 8 4 0
2 0
0
2 4
2 4
2
6

2 2
2
2
0 2 2
2 2
0
2
2

2 2 2

0 2

4 2

4 4 2
6 2 0
6 0
0 4 2
2 0 8 8 8
8 6 2
0 6
8 2
6
10 6
8
6 12 8 2
2

10 14 2 88
10 8 6
2

8
44 6
10 10 4

2 6
2
2
8 10
0 0 8
10 6
8 4
6 0 2
2
4

2 8
0 8

0
3.6

L.T.D: Max Deflection Plan - 14

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 8/10/2024

INC.D: Std Deflection Plan

INC.D: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:250
INC.D - Vertical Deflection Plot

-1 0 1 2 3 4 5 6 7
Min Value = -1.361 mm @ (-35.81,8.455) Max Value = 10.44 mm @ (-30.18,4.262)

6
2
5
2 2

3 1
3
6 2 1 2
4 6
3 2
5
4
2
1 5 5 4
6
0 1 4
7 1 55
0
6 4
3
5 7 2
7 1
2 2 4
2 3 4
1 3
5 1 4
4
5 1 1 0
5 1
4
44
1
4 4
3 0
1
3 1
3
1 2
1 1

2 1

0 1
1 1
2 2
3
2
3 0 3
33 0
1 0
4 4
1 5
5 4 1
4 3 1
6
5 6 1
4 5 3 6
4 6
6 7 3 5 1
6 4
1 3
5 2 4 7
6 6 6 4
5 1 1 6
3 5 3
7 2
7
6 1 2 6
2 4 3 5 2
7 2 1
5 2 3
6 5
3 1 3
1
1
7 6 5 1 1
1 6 4
5 2
4
0
0 1 5 4
1 4 2
6 0
0
7

INC.D: Std Deflection Plan - 1

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Strip: Latitude Design Spans Plan

Design Strip: Latitude Span Boundaries; Latitude SSs; SS Ends; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; Latitude Deflection Checks; User Lines; User Dimensions;
Mesh Input: Slab Areas;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Other Dead Loading: Point Loads; Point Load Icons;
Scale = 1:225

End 2 End 1 End 2

End 2 End 1
End 1 End 2 End 1

End 1 End 2
End 2
End 2 End 1 End 2
End 1 End 1

End 1 End 2 End

End21
End 2
End 1
End21
End

5.31

End 2 End 1
End 2 End 1
End 1 End 2

End 2
End 1

End 2 End 1 End 2End

End12
End 1
End 2

0.908 End 2 End 1

End12End 1
End

Design Strip: Latitude Design Spans Plan - 16

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Strip: Longitude Design Spans Plan

Design Strip: Longitude Span Boundaries; Longitude SSs; SS Numbers; SS Ends; Longitude DSs; DS Numbers; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; Punching Check Numbers; Longitude Deflection Checks; User Notes; User Lines; User Dimensions;
Mesh Input: Slab Areas;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Other Dead Loading: Point Loads; Point Load Icons;
Manual Longitude Tendon: Tendons;
Scale = 1:225

End 2

46-1End 1
End 1

End 2
End 2

42-1

50-1
End End

33-1
29-1

End 2

End 1
End 1
End 1

End 2
1 2
21-1

End 2

End 2
End 1

End 1

End 1

End 2

47-1

54-1
28-1

34-1
22-1

41-1

End 1

End 1
End 2
End 2

End 1

22 23 24
End 2

End 2
13 14 15

End 1

End 2
End 1

53-1
End 1

End 2
End 2
End 1

End 2 End 1
23-1

44-1

49-1
40-1
35-1
End 2 End 1

30-1
27-1

52-1
End 1
End 1
End 2

End 1
End 2

5.31

19 20 21
End 2

End 1
24-1

16 17 18
End 2

End 2

End 2

End 2
End 1
End 1
End 1

39-1

48-1

51-1
36-1
31-1
25-1

End 1
End 2

End 1

End 1
End 2

38-1
End 2

End 21

End 2

End 1End 2
43-1End

55-1
End 1 45-1

0.908
1 2
EndEnd

EndEnd
EndEnd

37-1
1 2
32-1
1 2
End
End12
26-1

Design Strip: Longitude Design Spans Plan - 17

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Manual Latitude Tendon: Standard Plan

Manual Latitude Tendon: Tendons; Num Strands; Jacks; Jack Elongation; Tendon Points; Profile Values;
Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Columns Above; Columns Below;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Live (Unreducible) Loading: Point Load Icons;
Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Jack Region;
Manual Longitude Tendon: Jack Elongation; Profile Values;
Scale = 1:225

5S 660 660 5S 48 5S 237 5S 48 5S 140

5S 48
5S 237 g.=76.2
5Selon660 660 5S
elong.=76.4 48 5S 237 5S 48 5S 140
48 5S 48
5S 237 elong.=76.2 elong.=76.4
140 5S
48
5S 3S 660 660 3S 48 3S 237 3S 48 3S 180
140 48
237 3S
3S elong.=69.5
48
3S
140
3S 685 685 3S 48 3S 187 3S 48 3S 115
elong.=79.6 3S 48
3S 187 elong.=80.7
48
3S
115
3S 685 685 3S 48 3S 187 3S 48 3S 115
elong.=80.7 3S 48
187 elong.=80.6
48 3S
3S
115
3S 685 100 3S 167 3S 48 3S 187 3S 48 3S 115
elong.=80.7 3S 88
3S 187 elong.=89.6
48
3S
115 5S 685 100 5S 167 5S 88 5S 187 5S 48 5S 115
5S 88
elong.=81 5S 187 elong.=89.6
48
5S
115
100 3S 187 3S 88 3S 580 115 3S 48 3S 187 3S 115
elong.=81
3S 115 elong.=39.9 elong.=41.8
48 1472S100 2S 88 2S 187 2S 48 2S 187 2S 115
3S 88 2S 1002S147
3S 187 elong.=41.9 2S
115 187 elong.=84.5
48 2S
2S 2S 1472S100 1002S147 2S 88 2S 187 2S 48 2S 187 2S 115
2S 187 2S 88
115 2S 187 elong.=84.6
2S 48
elong.=84.8 2S 187
115 115 3S 187 3S 88 3S 167 3S 115
3S 115
elong.=84.6 3S 187 elong.=64.3
167 3S 88
3S
115 2S 1472S100 1002S147 2S 48 2S 187 2S 48 2S 187 2S 115
2S 48
elong.=64.6 48 2S 187 elong.=84.1
187 2S 5S 1475S100 1005S147 5S 48 5S 187 5S 48 5S 187 5S 115
2S 5S 48
115 5S 187 elong.=84
5S 48
elong.=84.3 5S 187 100 3S 187 3S 48 3S 580 115 3S 48 3S 187 3S 115
115
4S 115 elong.=39.3 elong.=41.7
48
elong.=84.3 4S
115 4S 187
3S 685 100 3S 167 3S 48 3S 187 3S 48 3S 115
elong.=41.9 3S 48
3S 187 685 elong.=89
48 48 2S
3S 2S
115 130 2S 167 685
48 3S 80 3S 167 3S 48 3S 187 3S 48 3S 115
elong.=34.6187 3S
elong.=80.6 3S elong.=86.3
48
3S
115
3S 685 685 3S 48 3S 187 3S 48 3S 115
elong.=80.7 3S 48
3S 187 elong.=80.4
48
3S
115
3S 685 685 3S 48 3S 187 3S 48 3S 115
elong.=80.7 3S 48
3S 187 elong.=80.4
48
3S
115
5S 685 660 5S 48 5S 237 5S 48 5S 140
elong.=80.7 5S 48
5S 187
48 elong.=76.2
5S 5S 660 660 5S 48 5S 237 5S 48 5S 180
115 48
237 5S
5S 660 660 5S 48 5S 237 5S 48 5S
elong.=68.9 140
elong.=80.8 48
5S
5S 48
5S 237
180 5S elong.=76.4 elong.=76.1
48
5S
elong.=68.1
140

Manual Latitude Tendon: Standard Plan - 18

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Manual Longitude Tendon: Standard Plan

Manual Longitude Tendon: Tendons; Num Strands; Jacks; Jack Elongation; Tendon Points; Profile Values;
Mesh Input: Beams; Slab Areas; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Other Dead Loading: Point Load Icons;
Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Jack Region; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes;
Manual Latitude Tendon: Profile Values;
Scale = 1:225

elong.=51.9
elong.=158

elong.=158

elong.=158

elong.=158
elong.=158
elong.=158

elong.=67.1
3S elong.=158

elong.=154

elong.=153
elong.=158
elon140
elong.=158

140

140

140

140

140
140
140
140

140
140

140

140
140
g.=52.3
elong.=157

elong.=46.3

elong.=144

elong.=145
elong.=154
elong.=154

140
140

elong.=46.4

140

140

140

3S

4S
140

elong.=144

5S
elong.=144

3S

3S

3S

2S

3S
3S
3S
140
140

3S
3S
140 3S 217

5S

3S

237

237
3S

3S

3S
3S
4S

237
237
3S
3S

217
237

237

237

237

237

217

217
237

237
237
237

237
237
237
237
217
217

3S

4S
3S
5S
3S
3S

2S

3S
3S
3S

3S
3S
3S
3S
3S
3S

3S
3S

3S

5S
3S
4S

3S

48

48

48

48
48

48
48
48

48
48
48
48

48
48
48
48
48
48

48
48
48
48

2S
48

3S

3S

3S

4S
3S

3S
3S
3S
3S
3S
3S

elong.=53.3
115
3S
5S

3S
3S

115
4S

3S
167

130

167

167
3S
elong.=52.4

115

167

167

167

167

3S
167
167
130

167

5S
167
167

3S
167

2S
167
3S

2S
167

115
3S

3S

3S

3S

167
3S
3S
3S
5S

167
167

3S
167
167

4S
88

88

88

88
88
88
88

3S
88

2S
3S

3S
167

3S
4S

2S
3S

3S

3S

3S

3S
3S
3S
3S

167
3S

5S

167
167

167
167
167

167
167

167

167

167
167

5S
167
167

2S
167

167
167

115
167

2S

115

3S
115
115
167

3S

3S
115

3S
3S
3S

3S

4S
3S

3S
3S
3S
3S
3S

3S

5S

2S
3S
3S
4S

48
48
48

48

48
48
48

48

48
48
48
48
48
48
48
48
48
48
48
48
48

3S

2S

3S
3S
3S

3S
5S

4S
3S
3S
3S

3S
3S
3S
5S
3S

3S
3S
3S

3S
4S

237

237

237
237

237
237
237
237

237

237

237
237

elong.=48.4
elong.=48.4

140

140

140
237
237

5S

3S

4S
3S

3S

3S

2S

3S
3S
237

3S
140

3S
140

5S
140

elong.=50.1

140

140

140
3S
3S
4S

140

140

140

140

140
140
140
140
140
140
140
140

Manual Longitude Tendon: Standard Plan - 19

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Service Design: Top Stress Plan

Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:225
Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand)

2.95
2.95

-1.1
2.95

2.95

-1.24
-1.11

-1.49
2.95
0.98

-0.739
8

0.982
0.982
-1.6
82

0.982
02.98
1 .9802.9

-0.958
0.982
0.196
-0.158

0.982

0.982
2.95 2.95
-1.03

2.95 2.95
0.98

2 1.0
2.95 2.95 2.95 2.95
0.98

2.95
2.95

-0.646
0.75 0
2.95

-0.488
2.95 2.95 2.27

-0.725
0.483

2.95 2.95 2.95

2.95

2.95
2.95 2.95
2.91

2.95
1.3
22

0.982

6
1.56 0.982 0.982 0.73 0.982
0.982 0.982
0.982 0.982 0.593
3
-0.865-0.55 -0.945
-0.9 -0.866
-0.747

0.942
2.95 2.95

2.95 2.95

-0.494
2.95 2.95

2.95 2.95
0.676
-0.215

-3.7
-0.8
-0.757

2.95
-4.28

-0.642
11

0.982

0.982

0.982

0.982
0.982

2.95

-0.501-0.511
-0.75-40.737

-1.99

-1.51
0.982
-1.6

0.982

0.982
-1.76-1.6

-2.29

-0.558
-0.695
0.982
5 7

0.982
2.95 2.95 2.95 2.95

2.95 2.95

2.95 2.95
0.982

-0.0218
95
2.95 2.

0.0193
2.95 2.95

2.95 2.95 2.95 2.95 2.95 2.95 0.982 0.982

2.95
-1.22

0.982
0.382 0.225
0.422

95

-1.49 -1.7
2.95 2.95
2.95 2.95

1.1 0.982 0.982 2.95 2. 0.982 0.482

0.982 0.538 0.0286 0.982
0.806

0.982

2.95

2.95

0.0506
0.507
-2

2.95 2.95

0.982
-1.69 -1.55 -0.109 -1.41

2.95 2.95

-0.825
2.95
0.603

2.95 2.95
-1.12.95

2.95 2.95

-0.423
-2.37

2.95 2.95

-0.723

-2.05
-0.695
0.982

-0.568

0.982
-0.82.95

0.982

-0.586
2.95 2.95 2.95

0.982
97
-1.57

0.982

0.982
2.95

0.982
-1.06-1.28

2.95
1.47
2.95 0.982
0.982 0.982
0.982

0.982 -1.3
0.982

0.982

-1.01

-1.3
2.95
-1.33

0.982
0.982 -0.0672
2.95
1.35

2.95
1.52
2 2
-1.25

0.980.98 -1.05
-1.2

0.982
0.982

-1.96
-0.262
-0.482

0.982

0.982

0.982
0.982

-0.16-0.0324
2.95 2.95
-1.73
2.95
1.42 0.982

-0.141
-0.335

2.95 2.95

-1.58
2.95 2.95

-1.2
-1.2 1183
6-1.2
-1.2
-0.212

2.95 2.95

-1.2

2.95 2.95
2.95 2.95
-0.148

2.95 2.95 2.95 2.95

-0.784

0.6110.982
-0.898

2.95 2.95 2.95 2.95

-0.422

2.95 2.95
2.95 2.95
-1.3

0.982 0.982 0.982 0.982

0.982 0.307

2.95
2.95 2.95 0.982
0.9820.956

0.598 0.64
2.95 2.95
0.982 0.849 -0.405 -0.289
2.95

0.982 -1.01
-1.06

0.812

0.791
2.95 2.95

-0.718-0.834

2.95 2.95

2.95 2.95
-1.22
2.95 2.95

0.798 -1.82
-0.67

-1.32
2.95 2.95
1.42

-2.32
2.95 2.95
1.34

0.982

0.982
0.982
0.982

-2.71
0.982

-3.05

-1.85-1.76
-1.99
-1.13
-1.26
0.982

0.982
0.982
-3.42

0.982

0.982
2.95 2.95

2.95 2.95
-2.21

-0.501
-0.634

2.95 2.95

2.95 2.95
0.982

0.423
2.95 2.95 2.95 2.95 2.95 2.95 2.95
2.95
1.77
0.982

2.95 2.95
2.95 2.95

2.95 1.45 1.36

0.982 0.982 0.982 0.982 0.982
0.982
2.95
2.95 2.95

2.95 2.95
2.29

0.982
1.71
-0.597

0.982
5

5
-0.486

5 5 2.95 2.9
0.982

-0.296
-0.679

2.9

2.9
2.9 -0.776 -0.913
0.982
2.95

-0.838
2.95

2.95

-0.663
0.982

-1.38
373

4 82 0.982 -0.825 -1.98 -1.95

2

1.3 94 -1.03

0.982
82
0.9

0.982
0.9
828

-0.438 -1.02-0.
-1.05

-0.0
0.9
2.95 2.95

-3.36
-0.96
2.95 2.95
-0.8

0.982
-0.9-1.0

0.98

0.9

-1.16
5
2.95 2.95

2.95
0.982
0.98

2.9
-0.26

0.98

-1.03
93
0.98

87 5

22
-0.988
0.98

8
2.95

-1.15

-1.58 -2.15
22

-1.1
-0.206

2.95
0.98
2 2

-4.37
-1

Service Design: Top Stress Plan - 20

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Service Design: Centroid Stress Plan

Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:225
User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Demand,Min Demand)

1.29
1.69

1.07 1.06
1.12 1.13 0.9991

1.531.51
1.3 0.949 0
1.71

0.993

1.51
1.12
0.96

1.48
0.93

1.48
1.59 1.57 1.57 1.31 1.02

1.13
1.33 1.1
0.94
60.97

.97
1.05

1.54
1.2

1.01
1.11 1.11
4 29

1.1

.01

1.2

1.89
1.41
0.962
1.18

1.24

1.27
1.24 1.24
1.44

1.2 1.35

1.75 1.74
1.04
1.13

1.59 1.35
1.34 1.06

1.25
1.26 1.05 1.04 1.11 0.910.916 0.91
1.21 0.998
0.962

1.31
1.14

1.56
1.26

1.32
1.05 0.909

1.81

1.26 1.27
1.29 1.3

1.11
1.52 1.34

1.71 1.1 1.05 1.01

1.01
1
1.24
1.63

1.49

1.24
1.56
1.56
1.57
1.56 1.42
1.07

1.24
1.07

1.26
1.26
1.46 1.28 1.53
1.15 1.28
1.35

1.26
1.47

1.24 1.09
1.12 1.08
1.25
1.74

1.19 0.99
1.2

1.14 1.14
1.5
0.907

1.06
1.03

1.24

1.35

1.39
1.19
1.5
1.13

1.38
1.18
1.12

1.17

1.17

1.54 1.55
1.61 1.35 1.17
1.74
1.17

1.55
1.26 1.23
1.4 1.35
1.74 1.25
1.29
1.17

0.934

1.32
0.934

52
1.18

0.929
0.942

406.9
0.91.23

1.25
1.061.04

0.9881.01

1
1.17

1.2

1.2
1.15
1.15
0.97
0.9582

Service Design: Centroid Stress Plan - 21

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Service Design: Bottom Stress Plan

Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:225
Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand)

2.95
-1.12
2.95
2.95
2.95

-1.19-
-1.12

2.95

-1.62 -1.4
0.980
8 .66

-1.72
0.982
0.982
2.982

0.982
1.26
-1.8 -1

2.982
0.982
0.982

0.982

-1.54-1.18
2.95 2.95

0.980

-1.11 .84
-0.877 8

-1.65
0.98

-2.7 -1.76
0.9822

2.95
2.95 2.95

2.95

-0.821
2.95 2.95

-0.91
2.95 2.95 2.95

2.95
2.95

2.95
-1.7

2.95 2.95 1.54

-2
2.95 2.95 2.95 2.95 2.95 0.982

9
2.21 0.982 0.982 0.982
0.982 0.982
0.982 0.982

-1.13 -1.54 -1.14-1.09-1.14-1.12 -3.02

-3.07

-1.97
2.95 2.95

2.95 2.95
2.95 2.95

2.95 2.95
-3.37
-1.22-0.9

-2.68

-2.92
-3.9 -5.05
-1.191

2.95
-6.01

-1.05-1.21-1.11
3

0.982

0.982

0.982

0.982
-1.18
2.95
0.982

-0.272

-0.677
0.982

0.982

0.982
0.293

-0.104

-1.04-1.07

-1.33
-1.21 -0.457
0.982

0.982

2.95 2.95

2.95 2.95
2.95 2.95 2.95 2.95
0.982

2.95 2.95

95

-1.46
2.95 2.

2.95
2.95 2.95 0.982 0.982

0.982
2.95 2.95

-1.9
2.95 2.95 0.322
2.95 2.95

-1.96

2.95 2.95 0.982 95 0.982

0.982 2.95 2.

-0.172
0.982
0.652 0.982

2.95
0.982
-2.41

-2.41
2.95
-0.147 -2.38 -2.03
-1.54 -0.641 -2.32

2.95 2.95

0.982
-0.441
-2.3

2.95 2.95

-0.663
-2.5
2.95

-1.66

-0.324
2.95 2.95
-2.53

-0.675

-1.22
2.95
-2.22

2.95 2.95

-0.795

-0.911
0.982

2.95 2.95

0.982
-1.34

-0.381 2.95
-0.964

0.982

-0.871
-0.791

0.982
2.95 2.95 2.95
-0.419

0.982

0.982 0.982

-3.17
0.982
-0.74

2.95
2.95 0.982
0.982
0.982

0.982
0.982

-0.854
-0.7

2.95
0.982

-0.62
-60.75

2.95 0.982
0.982
32 1

-0.21
-0.283
2.95

2.95

-3.2
-3.08

-1.04

2 2 -1.06
-1.23
-0.562

0.980.98 -1.72

0.982
-0.637
0.982

-0.492
0.982

0.982

0.982
0.982

2.95 2.95
-1.22

-1.69
2.95

-0.461
-1.24-1.54
-3.12

365
-1.0
-1.0

2.95 2.95
-1.1
2.95 2.95

-1.47
-1.04
2.95 2.95

2.95 2.95
2.95 2.95
0.982

-1.6-1.45

-0.645

0.982
-0.828
-1.53

2.95 2.95 2.95 2.95

-0.668

2.95 2.95 2.95 2.95 2.95 2.95

2.95 2.95

-2.64
0.982 0.982 0.9820.64 0.982

2.95
0.982 0.982 7
0.982

2.95 2.95
2.95 2.95 -0.222
0.982 -0.582 -0.761 -1.16
-1.24
2.95

-1.22
-2.98

0.95 -1.34 -2.08

-2.78

-2.59
2.95 2.95

-0.673

2.95 2.95

2.95 2.95
0.982
2.95 2.95
-0.936
2.95 2.95

-2.23 -2.3
-3.54
2.95 2.95
-3.26

-2.9
-2.46

0.8020.982

0.982
0.982

-0.978
0.982
0.982

-0.637

0.314
-0.4
0.982

0.982
0.982
1.36

0.982

0.982
2.95 2.95

2.95 2.95
0.911

-1.31

2.95 2.95

2.95 2.95
-1.11
0.982

-3.66

-2.22
0.982

2.95 2.95 2.95 2.95 2.95 2.95 2.95

2.95
2.95 2.95

2.95 2.95
2.95 0.982 1.320.982 0.982
0.982
0.982 0.982
2.95 2.95

-4.02

2.95 0.982
2.95 2.95
0.982
0.982

-0.46 -0.485
-1.16
-1.18

2.9

5 2.14
-1.07

5 5 2.95 2.9
2.95

-0.692

-1.2 -1.66-1.51
2.95

0.982

2.95

-1.04-0.824
2.9
2.9
0.982

-1.3
0.982 -2.77
1
2

0.982
-1.43 -1.96 -3.35

0.982
82 82
-19.8

0.90.9
828

-4.78
2.95 2.95

0.9
-1.27
2.95 2.95

.1.1
1
-1.3-1.0

0.982
0.98

0.9

-1.99
2.95 2.95

2.95
-1
0.982

5
0.98
-1.71

-0.0103 -0.136
0.98

6 -1
2.9
-1.01
5 1
0.98

22
0.98
2.95

-1.1
22
-0.9
-1.47

-1.1

-5.58
2.95
0.98

-3.47
2 2
05

Service Design: Bottom Stress Plan - 22

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Status: Status Plan

Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Spine; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Sp
Mesh Input: Slab Areas;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Below; Slab Elements; Slab Element Outline Only;
Scale = 1:225

46C-1
42C-1
33C-1
-1

50C-1
OK
OK
OK

OK
29C
OK
21C-1
OK

18C-1
7C-1 14C-1
3C-1 OK
OK OK
OK

47C-1

54C-1
OK

OK
28C-1
OK

34C-1
22C-1

OK
OK

41C-1
OK
17C-1
OK
8C-1
13C-1

OK OK OK
4C-1

22 23 24
OK
OK OK
OK OK OK
13 14 15

53C-1
OK
23C-1

8 10 12
OK

OKOKOK 15C-1 20C-1

1 3 5

44C-1

49C-1
35C-1

OK OK
OKOKOK

OK

OK
OK

6C-1
30C-1

40C-1
27C-1

OK
OK

OK
OK

1C-1
OK
7 9 11

52C-1
OKOKOK

OK
2 4 6
OKOKOK

OK OK OK
19 20 21
24C-1
OK

12C-1 19C-1
9C-1
OK OK OK
16 17 18

OK OK
OK
5C-1
OK
39C-1
36C-1

OK
OK

48C-1

51C-1
OK

OK
31C-1
OK
25C-1
OK

11C-1 16C-1 16C-2

OK OK OK
10C-1
OK
38C-1
OK

2C-2

55C-1
OK 1

2C-1 OK
-

OK
45C

OK
43C-1
37C-1

OK
OK
32C-1
OK
26C-1
OK

Design Status: Status Plan - 23

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Status: Top Reinforcement Plan

Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; DS Design Bar Spacing; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span S
Mesh Input: Beam Dimensions;
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below;
Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions;
Scale = 1:225

2 12 T.

Design Status: Top Reinforcement Plan - 24

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Status: Bottom Reinforcement Plan

Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; User Notes; User Lines; User Dimensions; Latitude Span Segment Deflection Checks; Latitude Deflection Checks; Longitude Span Segment Deflection Checks; Longitude Deflection Checks; Span Segment Deflectio
Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Wall Element Groups Above; Wall Element Groups Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descri
Scale = 1:225

10@250B
10@250B

Design Status: Bottom Reinforcement Plan - 25

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Status: Punching Shear Status Plan

Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below;
Scale = 1:225

3 6
OK (non-standard section) OK (non-standard section)
USR=0.877 USR=0.765

8
OK (non-standard section)
USR=0.619
1
OK (non-standard section)
USR=0.718

7
OK (non-standard section)
USR=0.776
2
OK (non-standard section)
USR=0.91

5
OK (non-standard section)
USR=0.853
4
OK with SSR (non-standard section)
RSR = 0.68 (USR=1.16)

Design Status: Punching Shear Status Plan - 26

 AL MADINAH HOUSING - 1ST-FL-PART B.cpt - 2024-05-20

Design Status: SSR Plan

Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Groups Above; Wall Element Groups Below;
Scale = 1:225

(12) 7@100
First Spacing = 95
12mm SSR

Design Status: SSR Plan - 28