AL MADINAH HOUSING

FIRST FLOOR
BLD-A

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

Signs

Positive Loads

Positive Analysis

Positive Reactions

Signs - 4
 AL MADINAH HOUSING - 1ST-FL-PART A.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 0.2 120

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 A.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 A.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 A.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 A.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 A.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 A.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 = 1:200

t=230
t=230
t=1200

t=1200

t=1200
t=230
t=230 t=230
t=1200
t=1200

t=1200

t=1200

t=1200

t=1200
t=230

t=1200
t=230

t=230 t=230 t=230

t=230
t=230
t=230t=230
t=1200

t=230 t=230

t=230
t=230
t=230
t=230
t=230
t=230 t=230 t=230
t=1200

t=1200

t=1200
t=230
t=1200

t=230 t=230
t=230 t=230
t=230 t=230t=230 t=230 t=230 t=230
t=230 t=230 t=1200
t=1200 t=1200
t=230 t=230 t=700t=700
t=230 t=700
t=230 t=700 t=700 t=700 t=700 t=700
t=700
t=230 t=1200 t=1200 t=1200
t=230
t=230
t=230
t=230
t=230
t=230
t=230
t=230 t=230t=230
t=230
t=230
t=230
t=230
t=230t=230 t=230 t=230
t=230
t=230 t=230 t=230 t=230 t=230 t=230
t=230 t=230 t=230 t=230 t=230 t=230
t=230 t=230 t=230 t=230
t=230 t=230 t=230
t=800
t=800 t=230 t=230
t=230 t=800 t=800 t=800 t=800
t=800 t=800 t=800 t=800t=800 t=800
t=800 t=800 t=800
t=800 t=800 t=800
t=800 t=800 t=800
t=800 t=800 t=800
t=800 t=800 t=800 t=230 t=800
t=230
t=230 t=800

t=200

t=200
t=200
t=200
t=200 t=200

t=200
t=200
t=800

t=800

t=200 t=800
t=200
t=200 0 0
t=80t=80
t=600

t=200 t=200 t=800 0

t=80
t=200 t=800 t=800
t=200 t=200 t=200
t=200 0 0
0 t=80
t=200 t=800
t=800 t=200 t=200 t=200t=200
t=800 t=80t=80
t=800 t=200 0 t=800 t=800
t=80
0
0 t=80
t=80 0 0 0 t=80
t=80
t=800 t=800
t=80
0 t=800
t=800 t=80 t=230
t=800
t=800 t=280
t=280
t=280 t=230
t=230
t=280
t=230
t=230 t=280
t=230 t=280 t=280
t=230
t=280
t=280
t=230t=230
t=70
t=70 0t=230
0t=70 0
t=230 0 0 t=700 t=230
t=70t=70
t=230 t=70 0 0 t=700
0t=70
t=230
t=70
t=280 t=280t=280 t=230
t=280t=280 t=280
t=230
t=230
t=230
t=230
t=230
t=230
t=280
t=280
t=230
t=230
t=230
t=230 t=230 t=280 t=280
t=280 t=280t=280t=2800t=750
t=230 0 t=75
t=75 0
0 t=75
0 t=75
t=230 0 0 t=75
t=75
t=70 t=280 t=280
t=280
t=230 t=230
t=230 t=700 t=700 t=280 t=280
0 0 t=700
t=70t=70 t=230
t=230
t=230 t=230
t=70 0 t=230
t=230
t=230
t=230
t=230
t=230 0
t=280 t=230
t=280t=280 t=700 t=700 t=70
t=70
t=230
0t=230
t=280 t=280t=280
t=280 t=700 t=230 t=230 t=230
t=280
t=75 0 0t=700 t=230
0 t=75
0 t=75 t=230
t=230
t=230
t=230
t=230 t=230 t=230
t=750 t=75 t=280 t=230 t=230
t=280
t=280

Element: Slab Summary Plan - 11

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200
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=18.5 Fz=18.5
Fz=1.5 Fz=1.5 Fz=1.5 Fz=18.5
Fz=1.5 Fz=18.5
Fz=18.5 Fz=18.5 Fz=18.5 Fz=1.5 Fz=18.5
Fz=18.5
Fz=4 Fz=4
Fz=18.5

Fz=4
Fz=18.5 Fz=18.5
Fz=4
0.1

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

Fz=4
0.25

Fz=18.5 Fz=18.5

Fz=0.5
Fz=0.5
Fz=4

Fz=0.5 Fz=0.5
Fz=0.5 Fz=0.5

Fz=4
Fz=18.5
Fz=0.5
Fz=0.5
Fz=0.5
Fz=0.5
Fz=1.5 Fz=18.5 Fz=4
Fz=1.5 Fz=1.5
Fz=1.5 Fz=1.5

Fz=0.5
Fz=0.5

Fz=1.5 Fz=18.5 Fz=1.5

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

Fz=18.5
Fz=18.5

Fz=18.5

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

Fz=1.5
Fz=18.5
Fz=1.5

Fz=0.5 Fz=0.5 Fz=1.5

Fz=4
Fz=1.5

Fz=0.5
Fz=0.5 Fz=0.5
Fz=0.5
Fz=1.5 Fz=4
Fz=1.5 Fz=1.5
Fz=0.5
Fz=0.5 Fz=0.5
Fz=0.5

Fz=18.5
Fz=0.5 Fz=4
Fz=18.5Fz=18.5
Fz=0.5 Fz=18.5Fz=18.5
Fz=4
Fz=18.5

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

Fz=18.5
Fz=1.5 Fz=18.5
Fz=18.5
Fz=1.5 Fz=18.5
Fz=1.5 Fz=1.5
Fz=18.5 Fz=1.5
Fz=4 Fz=18.5 Fz=1.5Fz=1.5
Fz=18.5 Fz=1.5 Fz=1.5
Fz=1.5
Fz=18.5 Fz=1.5
Fz=6.5
Fz=6.5

Other Dead Loading: All Loads Plan - 12

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

Fz=2
Fz=2

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=3.5
Fz=3.5

Fz=3.5

Fz=3.5

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=2
Fz=2

Live (Unreducible) Loading: All Loads Plan - 13

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200
L.T.D - Vertical Deflection Plot (Maximum Values)

-0.7 0.7 2.1 3.5 4.9 6.3 7.7 9.1 10.5

Min Value = -1.757 mm @ (-7.462,-4.55) Max Value = 11.9 mm @ (-13.57,0.0201)

3.5 6.3 -0.7

4.9
3.5 2.1
3.5 4.9 4.9
-0.7 2.1
0.7
3.5
0.7 0.7
-0.7
2.1 -0.7
2.1
2.1
3.5 2.1
0.7
3.5
0.7 2.1
0.7

3.5
2.1
2.1
3.5
0.7

0.7 2.1
2.1
0.7
2.1
2.1
2.1
0.7 2.1
2.1
2.1 0.7
2.1
2.1
2.1
2.1
3.5
2.1
2.1
2.1
2.1
3.5
0.7
0.7
0.7 0.7
0.7

0.7

2.1

0.7

0.7
0.7
2.1
0.7
0.7
0.7
2.1 2.1
3.5
3.5
2.1
4.9
3.5
2.1
4.9 0.7
6.3 4.9 2.1
2.1
3.5
0.7
6.3 2.1
0.7 0.7 0.7
3.5
0.7 2.1 10.5 2.1
2.1 10.5
4.9 10.5
2.1 3.5
7.7 6.3
7.7
6.3
3.5 10.5
4.9 7.7
3.5 6.3
7.7
4.9 6.3 9.1
6.3 9.1
7.7 10.5
7.7 9.1
6.3 4.9
9.1 7.7 4.9
6.3
4.9 7.7
7.7 6.3 7.7
6.3
6.3 6.3
6.3 4.9
6.3 0.7
6.3 4.9
6.3 0.7 3.5
4.9
0.7 3.5
0.7 0.7
3.5
3.5
2.1
2.1
0.7

L.T.D: Max Deflection Plan - 14

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = -1.201 mm @ (-7.462,-4.55) Max Value = 8.429 mm @ (-13.57,0.0201)

3
2 2
2 2
33 3
1 3
3 1
3 1
1
0
0 0

1 2
1
2
1
2
2 2
1
0
0
1
1
3
1
0
0
3 1
1
1 1
1
2
2 1 3
2
2
2
1 2 3
1 1

1 0
1

0
0
0
2

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

INC.D: Std Deflection Plan - 1

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

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

End 1 End 2

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

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

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

1 nd 2
End E

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

End 2 End
End 12

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

Design Strip: Latitude Design Spans Plan - 16

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

65-1

66-1
End21

End21
End

End
End 1 End 2

End 1 End 2

End 1 End 2

End 1 End 2

End 1 End 2

End 1 End 2
End 1 End 2
58-1

59-1

60-1

61-1

62-1

63-1

64-1
End 2

End 2

End 2
End 2

End 2

End 2
End 2
55-1

56-1

57-1
54-1

53-1
51-1

52-1
End 1
End 1

End 1

End 1

End 1
21 23 25

22 24 26
End 1

End 1
End 2

End 2

End 2

End 2
47-1

48-1

49-1

50-1
End 1

End 1

End 1

End 1
End 2
End 2
End 2
End 2

46-1
45-1
44-1

End 1
43-1

End 1

End 2
End 1

End 2
End 1

20 18 16
19 17 15
End 2
End 2

End 2
42-1

41-1
40-1
End 1
39-1
38-1

End 1

End 1
End 1

End
End 12
End 1

37-1

End
End12
End

36-1
End12
35-1

Design Strip: Longitude Design Spans Plan - 17

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

115 5S 167 5S 167 5S 48 5S 187 5S 88 5S 187 5S 88 5S 187 5S 48 5S 167 5S 167 5S 115

elong.=142
115 5S 167 5S 167 5S 48 5S 187 5S 88 5S 187 5S 88 5S 187 5S 48 5S 167 5S 167 5S 115
elong.=142
115 3S 167 3S 167 3S 48 3S 187 3S 88 3S 187 3S 88 3S 187 3S 48 3S 167 3S 167 3S 115
elong.=142
115 3S 167 3S 167 3S 48 3S 115 115 3S 48 3S 167 3S 167 3S 115
elong.=46.8 elong.=46.8
115 3S 167 3S 167 3S 48 3S 187 3S 88 3S 187 3S 88 3S 187 3S 48 3S 167 3S 167 3S 115
elong.=142

115 3S 167 3S 48 3S 187 3S 88 3S 107 3S 88 3S 187 3S 48 3S 167 3S 115

elong.=136

115 4S 167 4S 48 4S 187 4S 88 4S 187 4S 48 4S 167 4S 115

elong.=140
115 2S 167 2S 48 2S 115 115 2S 48 2S 167 2S 115
elong.=47.1 elong.=46.9

115 3S 167 3S 167 3S 48 3S 187 3S 48 3S 187 3S 48 3S 167 3S 167 3S 115

elong.=155
115 3S 167 3S 167 3S 48 3S 187 3S 48 3S 187 3S 48 3S 167 3S 167 3S 115
elong.=155

115 3S 167 3S 167 3S 48 3S 187 3S 48 3S 187 3S 48 3S 167 3S 167 3S 115

elong.=154

115 3S 167 3S 167 3S 48 3S 187 3S 48 3S 187 3S 48 3S 167 3S 167 3S 115

elong.=154

3S 140
217 3S 217
48 3S elong.=152
3S
187 140
3S 217 3S
48 3S
3S 48
3S 187 3S
3S 48 187
3S 167 3S 140
217 48 3S
140 3S 3S 217
3S 187 3S
48 48
3S 3S
237 187
3S 3S
140 48
3S
3S 187 140
elong.=155 48 237 4S
3S 4S
237 48 elong.=153
140 3S 4S
187
4S
48
elong.=155 187
4S 140
48 4S 3S
4S 48 elong.=48.3
237 3S
4S 115
140 140
4S
115 48 elong.=147
48 3S 4S
3S 4S 187
3S 237 107
140 4S 140
187
4S 3S
elong.=45.6 4S
48 48 elong.=151
4S 237 3S
140 3S 167
167
3S 140
48 237 3S
3S 3S
3S 237 48 elong.=155
140 3S
167
3S
167 3S 140
3S 237
3S
48 3S
48 elong.=154
3S 167
3S 237 140
140 3S 237 3S
3S
3S 167 3S
48 elong.=153
48 167 3S 140
3S 237
3S 237 3S 3S
140 3S
48 elong.=153
3S 167 167
48
3S 3S
3S 237
140 3S 167
48
3S
3S 237
140

Manual Latitude Tendon: Standard Plan - 18

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

elong.=42.9

elong.=86.9

elong.=86.8

elong.=42.9
115

115

115

115
elong.=77.9

elong.=77.9

elong.=78.4

elong.=78.3

elong.=65.5

elong.=65.5

elong.=78.3

elong.=78.4

elong.=77.9
elong.=86

elong.=86

elong.=86

elong.=86

elong.=78
115

115

115

115

115

115

115

115

115

115

115

115

115

115
3S

3S
5S

5S
2S

2S
3S

3S
5S

3S

3S

3S

3S

3S

3S

3S

3S

5S
167

167

167

167
187

187
187

187

187

187

187

187

187

187

187

187

187

187
3S

2S

2S

3S
167

167

167

167
3S

3S
5S

5S
3S

3S

3S

3S

3S

3S

3S

3S
5S

5S
3S

2S

2S

3S
88

88
88

88
88

88

88

88

88

88

88

88
115 5S 88

115 5S 88
elong.=38.9

elong.=38.4
1080

1080
88

88

88

88
130

130
3S

3S
5S

5S
3S

3S

3S

3S

3S

3S

3S

3S
3S
3S
3S

3S
2S

2S
elong.=39.5

elong.=39.5
187
187
575

575

1160

1160

1160
187

187

187

187

167

167

187

187

187

187

167

167

187
2S

2S

3S
3S
3S

3S
3S

3S

3S

3S
3S

3S
3S

3S

5S

2S

3S

3S

2S

5S

3S

3S
48

48

48

48

48

48

48
48
48

48
115

115
48

88

48

48

48

48

48

48

88

48
130 3S

130 3S
elong.=34.2

elong.=34.2
3S

3S

3S

3S

3S

3S

3S

3S
3S

3S
3S

5S

2S

3S

3S

2S

5S

3S
167

167

167

100 3S 167

100 3S 167

167

167

167
675

675

675

675

675

685

675
115

115

115
3S

3S

3S

3S

3S

3S
100

100

100

100

100

100
100
100
100

elon140
100

660
g.=76.8
140
685
3S
2S

685
685
2S

685
3S

167
167
685

5S
5S
685
elong.=76.9

167

3S
167
685

3S
115

3S
140

3S
140
660

4S
3S
2S
2S

48
4S

3S

48
3S

48elong.=56.8
3S

48
3S

48
3S

48
115
5S

115

48
5S

88

180
88
88
88

5S
88

5S
3S
48

3S
48
48

3S
3S

5S
48

4S
48 elong.=5S
48

3S
2S
2S

2S
2S
3S

237
237
180

4S

237
237
3S

187
3S

187
3S

187
3S

187
57
5S

187
187
5S

187
187

187
187
187

elong.=38.4
187
187
187
237

115
237

5S
237

elong.=38.4

5S
5S
237

3S
2S

3S
3S

3S
2S
2S

4S
2S

3S
115

3S

3S
88
4S

88
88
88
3S

88
3S
3S
3S

88

48
48
48

48
3S

48

48
48
5S
5S

48
48
5S

2S
2S
2S
48

2S
48

5S
167
167
48

167
167
48

3S
48

5S
48

elon
5S g.=67.7
48

3S
48
48

3S

3S
3S
4S

3S
3S

180
2S
3S

2S

2S
5S

4S

2S
3S

elong.=79.1
3S

elong.=80.4
3S

elong.=80.4
167
3S
elon

140
elong.=80.4
5S

167

140
5S g.=68.4

elong.=80.4

140
167 2S 115

115
167

115
140

elong.=65.1

115
elong.=65.1

115
115
3S
2S
elong.=80.8

115

elong.=92.2
elong.=80.4

115

elong.=91.1
elong.=80.4

3S
elong.=80.4

elong.=91.1
115

elong.=92.2
elon140

115

115
115

115
115
115

115
140
g.=79.1
140

Manual Longitude Tendon: Standard Plan - 19

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200
Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand)

0.982

0.982
-1.33

-1.28
-1.58

-1.58
2.95

-0.613 2.95
0.982

0.982
-1.28

-1.37

-1.25
-0.467
2.95

2.95

2.95

2.95 2.95

-1.4

2.95

-0.481
2.95 2.95 2.95 2.95

-0.346

-0.229
0.982 2.95 2.95 2.95 2.95 2.95 2.95

0.982

1.010.982

0.982

0.982
-0.507

2.95 2.95 2.25 2.95 2.95 2.95 2.95

-0.221

-0.599

-0.564

-0.142
1.49
2.95

2.95
1.62

2.95

1.94

2.95
0.982 0.982
0.982
0.982 0.607 0.982 0.982 0.982
0.982
0.982 0.982 0.982 0.982

-0.32
2.95

-1.1

-0.139
-1.06

2.95 2.95
2.95-0.155

-0.423 -0.31 -0.912

-0.763-0.671 -0.685 -0.917
-1.76 -1.37

0.378

0.307
2.95 2.95

2.95 2.95
-2.51 -1.49 -2.09
-2.43

0.982
0.982

-0.826-0.67

-0.693
2.95

-0.405
0.982

0.982

-0.875
0.9820.982
-0.85

-0.899
-1.88

-1.84
-1.45 -1.59
0.982

0.982
-1.46

-1.33
0.982 2.95 2.95 2.95 2.95

0.982
2.95

-1.22

2.95 2.95
2.95 2.95

2.95 2.95 2.95 2.95

0.982 0.982 2.95 2.95 2.95 2.95
2.95 2.95

2.95 2.95

-0.969
1.82
-1.09

-0.79
2.95 2.95
-1.8

0.982 0.982 2.95 2.95 2.95 2.95

0.494

0.228
0.693 0.982 0.982 2.95 2.95
-0.477-0.412 -0.421-0.535 0.547
0.137
0.982
0.982 2.95 2. 0.982 -1.24 0.982 0.982
0.982
0.412
0.135

0.319

0.881
2.95 2.95

2.95 2.95

2.95 2.95
-0.328 -2.02 -1.58
95

-0.593 -0.629 -0.173

-1.31 -1.11 -1.23 -1.21 -1.2
0.982
0.982

0.982

0.982
-1.24
-1.37

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 2.95 2.95 2.95
0.982

0.982

0.982

-1.85
-1.9

2.95 2.

0.982
0.982 0.982 0.982 0.982 0.982 0.982 0.982 0.982
0.982
2.95 2.95

2.95 2.95

2.95 2.95
-0.569

0.209

0.237

-0.73
95

-0.244 -0.321-0.168 -0.144

-0.603 -0.451 -0.498-0.241
-1.1 -1.18-0.892-0.982-0.961 -0.796 -0.937 -0.92-0.899 -1.03-0.847 -1.08

2.95 2.95
2.95 2.95
2.95 2.95 22
0.98
2.95 2.95 0.98

2.95
2.95 2.95 0.982 0.982

-0.95 -1.3
2.95

2.95
2.95 2.

2.95 0.982
0.0074

-0.272
2.95 0.982 -1.06-1.01
2.95
2.95 2.9

0.982 -0.992

0.98
0.0528

95

0.982 -0.749

1
4

25 -0.939 -1.39
22 -0.59 -0.8-0.5

2
2.95 2.95

0.98
0.98
-1.49

13
0.982

-1.39

-0.692-0.9
0.193
5

-0.5
-0.632 852
-0.70 2.95 2.95

0.98
-0.785-0.789 -1.75
0.982

-1.51
-1.46

2.95
-0.983
0.982
0.982

82-0
2.95 2.95 0.9822
0.98
2.95 2.95
-1.66

.896-0
-0.629-0.822

2.95 2.95

2.95
2.95 2.
0.982

2.95 2.95 1.42

0.982 -0.112
.909
2.95 0.982 0.982
0.982

0.838

-1.05
2.95 2.9

2.95 2.95 0.982

95

2.95 1.06
2.95 2.95 2.95 2.95

2.95 2.95
-0.429 0.255
2.95 2.95

2.95 2.95
1.02

0.9820. -0.921
982 0.982
2.95 2.95

77
5

-0.622 -0.9.954
-1.04-0
0.697

0.982 -1.16
-0.379

0.605 0.904 0.00308 -1.1 0.982 -1.5

0.982
2.95 2.95
1.32

-1.06
0.982

-3.2
-0.407
2.95

-0.72
0.982

-0.278
2.95 2.95

1.29

1964
-0.7
-0.7
-1.3

-2.18
0.982

0.9820.982

-3.62
0.982

-1.9

-2.8
-0.317

2.95
-2.38

0.982

0.982
-3.49

2.95
2.95
0.982

2.95 2.95
2.95 2.95

2.95 2.95

2.95 2.95 2.95

2 2
0.967

0.98
0.98
2.95 2.95

0.786

2.95 2.95 0.982

2.95 0.982
0.982

2.95 2.95 1.66

0.561

1.42 0.982 0.982 0.563

0.349 -0.478
2.95 2.95 0.982 0.982 -0.553
2.95 2.95 -1.14
0.982
2.95 2.95

0.982 0.247
2.9
2.955-0.9

0.982
-1.1
-1.2

0.982

-1.96
0.980.98
0.481

-1.3

0.982
2.95
0.980.98

91 1

0.357 -0.0233 -1.72

-0.8
-0.9

2 2
2.95

7621

-1.75
-0.8

2 2
-0.8

-0.496
7436
-0.869

-1.622 -1.6
-1.374 -1.48 -1.47-1.5
-1.3
73

-1.18

Service Design: Top Stress Plan - 20

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200
User Minimum Design - Section Analysis Plot: (Precompression)(Context: Max Demand,Min Demand)

1.58

1.58
1.58

1.58
1.58

1.58
1.27

1.16

1.16

1.16

1.26
1.66 1.96 2.05
2.01
1.64 1.64 1.7 1.71 1.72 1.72
1.7
1.69 1.72 1.45 1.43 1.39 1.41 1.68

1.291.26
1.44
1.43 1.7
1.42 1.43 1.44 1.32
1.22

1.18

1.18

1.18
1.3
1.32

1.3
1.2

1.2

1.32
1.33

1.19

1.19
1.2

1.13

1.23
1.09
1.15 1.2 1.08
1 1.05 1.19 1.17
0.968
1.47

1.45
1.18 1.21.14
1.58

1.59
1.34 1.24
1.19 1.09 1.06
1.39

1.19

1.39
1.1

1.1
1.1

1.1
1.24 1.44 1.44 1.44
1.23 1.141.15 1.18 1.24 1.24 1.24 1.24 1.24 1.23 1.15 1.141.141.241.23
0.903

0.902
0.94
1.13

1.05

1.13
1.021.01
5.971
1.21 0.970

1.28 0.989
1.29 1.28
1.5 1.29
1.29
1.29
0.998

1.28
1.21
0.907

1.01
0.994 0.96 3.967
0
1.24 1.08

1.14

1.11 1.09
1.05

1.45

1.88
1.44 0.991
1.1

1.37
0.9930.9

1.1

1.06 1.35
1.07

1.89 1.89
0.9390.
951 1.19 1.12
94

1.13
1.41

1.11
1.93

1.21 1.21
1.94

0.984
1.24
1.23

0.935
1.49
1.41

1.48 1.2 1.17

1.19
1.17
1.39 1.37
1.32

1.16

1.25
1.25 1.09
1.25
1.43

1.24 1.09
1.39

1.39 1.4
1.49
1.21
1.21
1.2 1.181.19
0.9
0.9
0.9

0.97
17

0.97
117
1.11

0.98
0.97
0.97

333
0.98
22

Service Design: Centroid Stress Plan - 21

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200
Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand)

0.982

0.982
-1.79
2.95 -1.51
2.95

2.95

-1.5
2.95 -1.8
0.982

0.982
0.198

-1.08

0.206
2.95 2.95

-0.902

2.95

-1.1

-1

2.95

-0.818
0.982

0.982

0.982

0.982

0.982
2.95 2.95 2.95 2.95

-1.57
-1.5
2.95 2.95 2.95 2.95 2.95 2.95
-0.263

2.95 2.95

-0.361
2.95 2.95 2.95 2.95

-1.22

-3.72

-2.75

-1.31
2.95

2.95

2.95

2.95
0.982 0.982

-4
0.982
0.982 0.982 0.982 0.982
0.982
0.982 0.982 0.982 0.982
-0.245
2.95 2.95

-0.681

-0.363
-0.764

2.95 2.95
-0.379

-0.945
-1.61
-1.7
-1.94 -1.58 -1.85 -1.36 -1.27 -1.91
-1.93
-2.9
-2.08 -1.8 -2.02 -2.55 -2.37-2.22

-2.35
2.95 2.95

2.95 2.95

-2.3
-2.39 -2.08
-4.49 -4.32

0.982
0.982

-1.13

-1.01
-1.65
2.95
0.982

0.982

0.428
0.9820.982

0.5210.456
-0.306
-0.24

-0.493-0.206

-0.877
0.982

0.982
-1.13 -1.01
0.67

0.982

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

2.95 2.95

2.95 2.95
0.982 0.982 2.95 2.95 2.95 2.95
-0.626
0.254

0.121
-1.38
-2.09
2.95 2.95 0.982 0.982 -2.3
0.131 2.95 2.95 2.95 2.95 0.982 0.982
-0.72 2.95 2.95
0.982
0.982 -1.09 -1.38 -1.39 -1.07
0.982 0.982
2.95 2.

-0.281 0.982
0.982
-2.65

-1.97

-3.17
2.95 2.95

2.95 2.95

2.95 2.95
-2.02

-2.48 -0.333 -1.95 -2.1

-0.511 -0.602
95

-1.31 -3.37 -1.23 -1.13

-2.08-1.8 -1.41 -1.21
-1.85
0.982
0.982

0.982

0.982
-0.192

-0.482

-0.248
0.982
0.982

0.982

0.982
-0.421

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 2.95 2.95 2.95
2.95 2.
2.95 2.95

2.95 2.95

2.95 2.95
0.982
0.982 0.982 0.982 0.982 0.982 0.982 0.982 0.982
0.982
-1.51

-1.58

-1.31
95
-1.56

-0.237 -0.537-0.676 -0.108

-1.01-1.01 -0.686
-0.774 -0.77 -0.914 -0.616-0.907 -0.685
-0.793 -0.669-0.817 -0.966
-1.08
-1.11
-1.39 -1.03 -1.38-1.01 -1.01
-1.04

2.95 2.95
2.95 2.95
2.95 2.95 22
0.98
0.98

2.95
2.95 2.95
0.982

-1.16
2.95 2.95 0.982
2.95 2.

2.95
2.95 0.982 7 86
-0.9
-1.46

2.95 0.982 -1.06-0.995

-1.1
-0.989
2.95 2.9

2.95 0.982 -0.537

0.98
2.95 0.0754 -0.585-0.993
95

-0.186
-1.34

0.982 0.102

-0.668
03 06-0.875-0.987
2.95 2.95

2
0.122

22
0.98 -0.838-0.8-0.9
0.982

0.98
-0.225
5

-0.783-1.04 -0.917
-0.98

0.98
-0.644-0.642

0.982

2.95 2.95
-0.000099

-1.91
-0.997 -1.3

2
2-1.5
-1.4 2 5
0.982

2.95
0.982

0.9822
0.98
2.95 2.95 -1.89 -2.5
2.95 2.95
0.982

2.95
2.95 2.
8

2.95 2.95
0.982 2.95 2.95
-1.04
0.982

0.982 0.982
2.95 2.9

2.95 0.982 0.849 -1.63

95
-2.29

2.95 2.95

2.95 2.95
2.95
2.95 2.95

2.95 2.95 -0.696 2.95 2.95

-0.976
-3.78
-2.42

0.9820. 2.95 -1.36 -0.894

2.95 2.95

-1.23
5

982 0.982 -0.717

2.95
-1.23
-2.58

0.982
0.982 -3.03
-2.9

0.982
2.95 2.95

-1.03
-0.01
-3.03

0.982

-3.21
-2.04 -1.07
2.95

0.982
2.95 2.95

-1.48
-4.72

-2.28 -1.33
-0.952

-1.15 -1.44
-2.83
0.982

0.9820.982

0.938
0.982

0.776
-0.0281
0.529

2.95
-1.55

0.982

0.982
0.741

0.982

2.95 2.95

2.95
2.95 2.95

2.95 2.95 2.95

2.95 2.95 2 2
2.95 2.95

2.95 0.98
0.98
0.982
-2.97
-2.6

2.95 2.95
0.982 0.368
0.982

2.95 0.982
-2.24

2.95 2.95 0.982 23

0.982 -0.287
-0.2 -0.784 -1.09
2.95 2.95 0.982 -1.62
0.982
2.95 2.95

2.95 2.95 0.982

2.9
2.955

-0.521
-1.0
-1.0

0.982
0.982

0.980.98
-0.9

-0.459
-2.67

-0.9

0.982
2.95

-2.66
55 68
0.980.98

-2.6
-1.0
-0.9

2 2
2.95

-0.198
487
-1.0

-2.39
2 2

-0.624
-0.6 91 -1.86 -3.4 -3.65
487

-0.987
-1.03
-2.06

Service Design: Bottom Stress Plan - 22

 AL MADINAH HOUSING - 1ST-FL-PART A.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; Lat
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 = 1:200

65C-1

66C-1
OK

OK
58C-1

59C-1

60C-1

61C-1

62C-1

63C-1

64C-1
OK

OK

OK

OK

OK

OK

OK
34C-1
31C-1 32C-1 33C-1
OK 29C-1 30C-1
OK OK OK
OK OK
54C-1

55C-1

57C-1
56C-1
OK
OK

OK

OK
53C-1
51C-1

52C-1
OK
OK

OK
7 8 9 10 11 12 13 14
OK OK OKOK OK OK OKOK

28C-1

OKOKOK

OKOKOK
21 23 25

22 24 26
OK
27C-1
26C-1
OK
25C-1 OK
24C-1 23C-1
OK OK OK
48C-1
47C-1

49C-1

50C-1
OK
OK

OK

OK
18C-1 19C-1 20C-1 21C-1 22C-1
OK OK OK OK OK

17C-1
16C-1 OK
OK
15C-1
OK
14C-1
OK

46C-1
13C-1

OK
OK
45C-1
OK
44C-1

12C-1
OK

OK
43C-1
OK

11C-1
10C-1
OK
OK
9C-1
8C-1
OKOKOK
20 18 16

OK
OKOKOK
19 17 15

OK 7C-1
OK

4 5 6
42C-1

41C-1

OK OK OK
OK

1 2 3
40C-1

OK
OK

OK OK OK
39C-1
OK
38C-1
OK

6C-1
5C-1 OK
4C-1 OK
3C-1 OK
OK
37C-1

2C-1
OK

1C-1 OK
36C-1
OK
35C-1

OK
OK

Design Status: Status Plan - 23

 AL MADINAH HOUSING - 1ST-FL-PART A.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
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 Distribu
Scale = 1:200

Design Status: Top Reinforcement Plan - 24

 AL MADINAH HOUSING - 1ST-FL-PART A.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 Chec
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 D
Scale = 1:200

1 25 B.
1 25 B.

1 25 B.
2 25 B.

10@250B
10@250B

Design Status: Bottom Reinforcement Plan - 25

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

17 18
OK (non-standard section) 15 16 OK (non-standard section)
USR=0.442 OK (non-standard section) OK (non-standard section) USR=0.469
USR=0.708 USR=0.726

13 14
11 12
OK (non-standard section) OK (non-standard section)
OK with SSR (non-standard section) OK with SSR (non-standard section)
USR=0.62 USR=0.521
RSR = 0.545 (USR=1.15) RSR = 0.486 (USR=1.02)

9 10
OK (non-standard section) OK (non-standard section)
USR=0.532 USR=0.503

8
OK (non-standard section)
7
USR=0.594
OK (non-standard section)
USR=0.499

6
OK with SSR (non-standard section)
5
RSR = 0.724 (USR=1.16)
OK with SSR (non-standard section)
4
RSR = 0.718 (USR=1.7)
OK with SSR (non-standard section)
3 RSR = 0.572 (USR=1.36)
OK (non-standard section)
USR=0.827

2
OK (non-standard section)
1 USR=0.827
OK (non-standard section)
USR=0.662

Design Status: Punching Shear Status Plan - 26

 AL MADINAH HOUSING - 1ST-FL-PART A.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 = 1:200

(9) 9@100 (9) 8@100

First Spacing = 95 First Spacing = 95
12mm SSR 12mm SSR

(10) 6@100
First Spacing = 100
(10) 13@100
12mm SSR
First Spacing = 95
(10) 10@100
12mm SSR
First Spacing = 95
12mm SSR

Design Status: SSR Plan - 28