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Building Frame and Foundation

The document outlines consultancy services for the design of a water distribution network, including detailed load cases and combinations for structural analysis. It provides nodal coordinates, member properties, loading conditions, and nodal deflections for various scenarios. The information is structured for use with MasterSeries software, indicating a focus on engineering and structural integrity assessments.

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Anonymous CPEha1db7U
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30 views40 pages

Building Frame and Foundation

The document outlines consultancy services for the design of a water distribution network, including detailed load cases and combinations for structural analysis. It provides nodal coordinates, member properties, loading conditions, and nodal deflections for various scenarios. The information is structured for use with MasterSeries software, indicating a focus on engineering and structural integrity assessments.

Uploaded by

Anonymous CPEha1db7U
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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© MasterFrame - Consultancy Services for the Design of the Water Distribution Network C:\Users\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block

_MasterSeries User Company 1 Circular Road, Newtownabbey, Co. Antrim, BT37 0RA Ref. : Consultancy Services for the D, / 001, Date : 31/01/2025
11111
Y
Z

Frame Geometry - (Full Frame) - 3D Front View


Not to Scale
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 002
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

MasterFrame Data File


Loading Cases and Load Combination
Load Group Labels
Load Group UT Unity Load Factor (All Cases)
Load Group D1 Dead Load
Load Group L1 Live Load
Load Group N1 Earthquake On Side
Load Group N2 Earthquake On Gable

Load Case 001 : Dead plus Live (Ultimate)


Load Combination + 1.00 UT + 1.40 D1 + 1.60 L1

Load Case 002 : Dead Plus Earthquake On Side


Load Combination + 1.00 UT + 0.90 D1 + 1.25 N1

Load Case 003 : Dead Plus Earthquake On Gable


Load Combination + 1.00 UT + 0.90 D1 + 1.25 N2

Load Case 004 : Dead Plus Live (Serviceability)


Load Combination + 1.00 UT + 1.00 D1 + 1.00 L1

Load Case 005 : Dead Plus Earthquake On Side (Serviceability)


Load Combination + 1.00 UT + 1.00 D1 + 1.00 N1

Load Case 006 : Dead Plus Earthquake On Gable (Serviceability)


Load Combination + 1.00 UT + 1.00 D1 + 1.00 N2

Load Case 007 : Live Only (Serviceability)


Load Combination + 1.00 UT + 1.00 L1

The Nodal Co-ordinates


Node X (m) Y (m) Z (m) Node X (m) Y (m) Z (m)
1 0.000 0.000 0.000 2 6.350 0.000 0.000
3 10.600 0.000 0.000 4 0.000 2.800 0.000
5 6.350 2.800 0.000 6 10.600 2.800 0.000
7 0.000 0.000 4.500 8 6.350 0.000 4.500
9 10.600 0.000 4.500 10 0.000 2.800 4.500
11 6.350 2.800 4.500 12 10.600 2.800 4.500
13 0.000 0.000 9.000 14 6.350 0.000 9.000
15 10.600 0.000 9.000 16 0.000 2.800 9.000
17 6.350 2.800 9.000 18 10.600 2.800 9.000
19 0.000 0.000 13.500 20 6.350 0.000 13.500
21 10.600 0.000 13.500 22 0.000 2.800 13.500
23 6.350 2.800 13.500 24 10.600 2.800 13.500
25 0.000 0.000 18.000 26 6.350 0.000 18.000
27 10.600 0.000 18.000 28 0.000 2.800 18.000
29 6.350 2.800 18.000 30 10.600 2.800 18.000
31 0.000 0.000 22.500 32 6.350 0.000 22.500
33 10.600 0.000 22.500 34 0.000 2.800 22.500
35 6.350 2.800 22.500 36 10.600 2.800 22.500
37 0.000 0.000 27.000 38 6.350 0.000 27.000
39 10.600 0.000 27.000 40 0.000 2.800 27.000
41 6.350 2.800 27.000 42 10.600 2.800 27.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 003
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Properties
Members 1-3, 6-8, 11-13, 16-18, 20-22, 25-27 and 29-31
M ... ... 200x200 E 26.00E6 G 10.0E6
A 400.0E-4 Ix 13333E-8 Iy 13333E-8 J 53333E-8

Members 4-5, 9-10, 14-15, 19, 23-24, 28 and 32-51


M ... ... 200x300 E 26.00E6 G 10.0E6
A 600.0E-4 Ix 45000E-8 Iy 20000E-8 J 80000E-8

Members 52-71
M ... ... 50x100 C16 E 8.800E6 G .550E6 TG C16 1000000
A 50.0E-4 Ix 416.7E-8 Iy 104.2E-8 J 416.7E-8

Member Loading
Members 1-2, 6-7, 11-12, 16-17, 20-21, 25-26 and 29-30
UT Spacing 04.500 [Multiply AllLoads]
W1 UDLX +000.000 [ kN/m ]
W2 UDLX +000.000 [ kN/m ]

Members 3, 8, 13, 18, 22, 27 and 31


UT Spacing 04.500 [Multiply AllLoads]

Members 4 and 32 - 3D Model Manager Loads


D1 TRY -006.181 2.250 4.100 (kN,m,m)
L1 TRY -005.535 2.250 4.100 (kN,m,m)

Members 5 and 33 - 3D Model Manager Loads


D1 TYC -003.025 ( kN )
L1 TYC -002.709 ( kN )

Members 9, 14, 19, 23 and 28 - 3D Model Manager Loads


D1 TRY -012.362 2.250 4.100 (kN,m,m)
L1 TRY -011.070 2.250 4.100 (kN,m,m)

Members 10, 15 and 24 - 3D Model Manager Loads


D1 TYC -006.050 ( kN )
L1 TYC -005.418 ( kN )

Members 34-36 and 38-39 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.038 ( kN )

Member 37 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.037 ( kN )

Members 40-41 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.038 ( kN )
D1 TRY -003.381 2.125 2.375 (kN,m,m)
L1 TRY -003.028 2.125 2.375 (kN,m,m)

Member 42 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.038 ( kN )
D1 TRY -004.894 2.125 4.500 (kN,m,m)
L1 TRY -004.383 2.125 4.500 (kN,m,m)

Member 43 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.037 ( kN )

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 004
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

D1 TRY -004.894 0.000 2.375 (kN,m,m)


L1 TRY -004.383 0.000 2.375 (kN,m,m)

Member 44 - 3D Model Manager Loads


D1 TRY -004.894 2.125 4.500 (kN,m,m)
L1 TRY -004.383 2.125 4.500 (kN,m,m)
D1 TYC -003.392 ( kN )
L1 TYC -003.038 ( kN )

Member 45 - 3D Model Manager Loads


D1 TYC -003.392 ( kN )
L1 TYC -003.038 ( kN )
D1 TRY -004.894 0.000 2.375 (kN,m,m)
L1 TRY -004.383 0.000 2.375 (kN,m,m)

Members 46-47 - 3D Model Manager Loads


D1 TRY -003.381 2.125 2.375 (kN,m,m)
L1 TRY -003.028 2.125 2.375 (kN,m,m)

Members 48 and 50 - 3D Model Manager Loads


D1 TRY -004.894 2.125 4.500 (kN,m,m)
L1 TRY -004.383 2.125 4.500 (kN,m,m)

Members 49 and 51 - 3D Model Manager Loads


D1 TRY -004.894 0.000 2.375 (kN,m,m)
L1 TRY -004.383 0.000 2.375 (kN,m,m)

Members 52-71
UT Tension-Only (No Compression)

Member Orientation
Members 2, 7, 12, 17, 21, 26 and 30 ß +180.00

Nodal Loading and Support Conditions


NODE 22
N1 Ls +0208.100 +0000.000 +0000.000 +0000.000 +0000.000 +0000.000
NODE 5
N2 LØ +0181.500 +0090.000 +0000.000 +0000.000 +0000.000 +0000.000
NODES 1-3, 7, 13, 19, 25, 31 and 37
UT Rs 1 1 1 0 0 0 (Pinned)
NODES 8-9, 14-15, 20-21, 26-27, 32-33 and 38-39
UT Rs 1 1 1 0 0 0 (Pinned)

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 005
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (004 : Dead Plus Live (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 -0.01 0.00 0.01 0.01
2 0.00 0.00 0.00 0.00 -0.01 0.00 -0.03 0.04
3 0.00 0.00 0.00 0.00 -0.01 0.00 -0.02 0.02
4 0.73 -0.02 -0.03 0.73 0.01 0.00 -0.06 0.06
5 0.72 -0.04 0.01 0.72 0.02 0.00 0.02 0.03
6 0.72 -0.01 0.02 0.72 0.02 0.00 0.00 0.02
7 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
8 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 0.04
9 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
10 0.73 -0.05 -0.03 0.74 0.00 0.00 -0.09 0.09
11 0.73 -0.10 0.01 0.73 -0.01 0.00 0.04 0.04
12 0.73 -0.03 0.02 0.73 0.00 0.00 0.00 0.00
13 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03
14 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 0.04
15 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
16 0.71 -0.04 -0.03 0.72 0.00 0.00 -0.10 0.10
17 0.71 -0.09 0.00 0.71 0.00 0.00 0.04 0.04
18 0.71 -0.03 0.02 0.71 0.00 0.00 0.00 0.00
19 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04
20 0.00 0.00 0.00 0.00 0.00 0.00 -0.07 0.07
21 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
22 0.65 -0.05 -0.03 0.65 0.00 0.00 -0.11 0.11
23 0.64 -0.08 0.00 0.64 0.00 0.00 0.10 0.10
24 0.56 -0.03 0.02 0.57 0.00 0.00 -0.01 0.01
25 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03
26 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 0.04
27 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
28 0.64 -0.04 -0.03 0.64 0.00 0.00 -0.10 0.10
29 0.63 -0.09 0.00 0.64 0.00 0.00 0.05 0.05
30 0.63 -0.03 0.02 0.63 0.00 0.00 0.00 0.00
31 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04
32 0.00 0.00 0.00 0.00 0.00 0.00 -0.06 0.06
33 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
34 0.57 -0.05 -0.03 0.57 0.00 0.00 -0.11 0.11
35 0.56 -0.09 0.00 0.56 0.01 0.00 0.09 0.09
36 0.51 -0.03 0.02 0.51 0.00 0.00 -0.01 0.01
37 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01
38 0.00 0.00 0.00 0.00 0.01 0.00 -0.03 0.03
39 0.00 0.00 0.00 0.00 0.01 0.00 -0.02 0.02
40 0.55 -0.02 -0.04 0.55 -0.01 0.00 -0.06 0.06
41 0.55 -0.05 0.00 0.55 -0.03 0.00 0.03 0.04
42 0.55 -0.01 0.02 0.55 -0.02 0.00 0.00 0.02

Nodal Deflections Serviceability (005 : Dead Plus Earthquake On Side (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 0.02 0.03 -0.54 0.54
2 0.00 0.00 0.00 0.00 0.01 0.03 -0.62 0.62
3 0.00 0.00 0.00 0.00 -0.04 0.03 -0.57 0.58
4 20.36 0.00 0.95 20.38 0.01 0.03 -0.16 0.17
5 20.33 -0.01 0.46 20.33 0.01 0.03 -0.01 0.03

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 006
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (005 : Dead Plus Earthquake On Side (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
6 20.31 -0.03 -1.09 20.34 0.00 0.03 -0.10 0.10
7 0.00 0.00 0.00 0.00 0.03 0.04 -0.64 0.64
8 0.00 0.00 0.00 0.00 0.01 0.03 -0.74 0.74
9 0.00 0.00 0.00 0.00 -0.03 0.07 -0.69 0.69
10 24.32 -0.01 0.92 24.34 0.00 0.04 -0.21 0.21
11 24.24 -0.04 0.44 24.25 0.00 0.03 -0.01 0.04
12 24.21 -0.04 -1.10 24.23 0.00 0.07 -0.12 0.14
13 0.00 0.00 0.00 0.00 0.02 0.17 -0.85 0.87
14 0.00 0.00 0.00 0.00 0.01 0.12 -0.96 0.97
15 0.00 0.00 0.00 0.00 -0.03 0.00 -0.89 0.89
16 32.01 0.00 0.84 32.02 0.00 0.17 -0.26 0.31
17 31.72 -0.03 0.38 31.73 0.00 0.12 -0.02 0.12
18 31.62 -0.05 -1.07 31.64 0.00 0.00 -0.17 0.17
19 0.00 0.00 0.00 0.00 0.02 0.01 -1.42 1.42
20 0.00 0.00 0.00 0.00 0.01 0.01 -1.48 1.48
21 0.00 0.00 0.00 0.00 -0.03 0.01 -0.69 0.69
22 51.54 0.01 0.60 51.54 0.00 0.01 -0.32 0.32
23 50.83 -0.08 0.39 50.83 0.00 0.01 -0.16 0.16
24 28.71 -0.02 -0.98 28.72 0.00 0.01 -0.39 0.39
25 0.00 0.00 0.00 0.00 0.01 -0.17 -0.90 0.91
26 0.00 0.00 0.00 0.00 0.01 -0.10 -1.01 1.01
27 0.00 0.00 0.00 0.00 -0.03 0.02 -0.92 0.92
28 33.48 0.00 0.36 33.48 0.00 -0.17 -0.26 0.31
29 33.22 -0.03 0.40 33.22 0.00 -0.10 -0.02 0.11
30 33.14 -0.06 -0.90 33.16 0.00 0.02 -0.19 0.19
31 0.00 0.00 0.00 0.00 0.01 -0.04 -0.67 0.67
32 0.00 0.00 0.00 0.00 0.01 -0.06 -0.74 0.75
33 0.00 0.00 0.00 0.00 -0.03 -0.12 -0.59 0.60
34 25.19 -0.01 0.27 25.20 0.00 -0.04 -0.20 0.21
35 25.10 -0.06 0.35 25.11 0.00 -0.06 -0.05 0.08
36 24.72 -0.02 -0.90 24.73 0.00 -0.12 -0.34 0.36
37 0.00 0.00 0.00 0.00 0.01 -0.03 -0.58 0.58
38 0.00 0.00 0.00 0.00 0.02 0.00 -0.66 0.66
39 0.00 0.00 0.00 0.00 -0.02 0.01 -0.60 0.60
40 21.81 0.00 0.25 21.82 -0.01 -0.03 -0.17 0.17
41 21.79 -0.01 0.28 21.79 -0.01 0.00 -0.01 0.02
42 21.77 -0.03 -0.90 21.78 -0.01 0.01 -0.13 0.13

Nodal Deflections Serviceability (006 : Dead Plus Earthquake On Gable (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01
2 0.00 0.00 0.00 0.00 -0.01 0.00 -0.02 0.02
3 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
4 0.38 -0.01 -0.02 0.38 0.01 0.00 -0.03 0.03
5 0.38 -0.02 0.00 0.38 0.01 0.00 0.01 0.02
6 0.38 -0.01 0.01 0.38 0.01 0.00 0.00 0.01
7 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
8 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
9 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
10 0.39 -0.02 -0.02 0.39 0.00 0.00 -0.05 0.05

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 007
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (006 : Dead Plus Earthquake On Gable (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
11 0.38 -0.05 0.00 0.39 0.00 0.00 0.02 0.02
12 0.38 -0.01 0.01 0.38 0.00 0.00 0.00 0.00
13 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
14 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
15 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
16 0.38 -0.02 -0.02 0.38 0.00 0.00 -0.05 0.05
17 0.37 -0.05 0.00 0.38 0.00 0.00 0.02 0.02
18 0.37 -0.01 0.01 0.37 0.00 0.00 0.00 0.00
19 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
20 0.00 0.00 0.00 0.00 0.00 0.00 -0.04 0.04
21 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
22 0.34 -0.03 -0.02 0.34 0.00 0.00 -0.06 0.06
23 0.34 -0.04 0.00 0.34 0.00 0.00 0.05 0.05
24 0.30 -0.02 0.01 0.30 0.00 0.00 0.00 0.00
25 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
26 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
27 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
28 0.34 -0.02 -0.02 0.34 0.00 0.00 -0.05 0.05
29 0.33 -0.05 0.00 0.34 0.00 0.00 0.03 0.03
30 0.33 -0.01 0.01 0.33 0.00 0.00 0.00 0.00
31 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
32 0.00 0.00 0.00 0.00 0.00 0.00 -0.03 0.03
33 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
34 0.30 -0.03 -0.02 0.30 0.00 0.00 -0.06 0.06
35 0.29 -0.04 0.00 0.30 0.00 0.00 0.05 0.05
36 0.27 -0.02 0.01 0.27 0.00 0.00 0.00 0.00
37 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
38 0.00 0.00 0.00 0.00 0.01 0.00 -0.02 0.02
39 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
40 0.29 -0.01 -0.02 0.29 -0.01 0.00 -0.03 0.03
41 0.29 -0.02 0.00 0.29 -0.01 0.00 0.01 0.02
42 0.29 -0.01 0.01 0.29 -0.01 0.00 0.00 0.01

Nodal Deflections Serviceability (007 : Live Only (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00 -0.01 0.00 -0.02 0.02
3 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
4 0.34 -0.01 -0.01 0.34 0.01 0.00 -0.03 0.03
5 0.34 -0.02 0.00 0.34 0.01 0.00 0.01 0.02
6 0.34 -0.01 0.01 0.34 0.01 0.00 0.00 0.01
7 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
8 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
9 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
10 0.35 -0.02 -0.01 0.35 0.00 0.00 -0.04 0.04
11 0.34 -0.05 0.00 0.35 0.00 0.00 0.02 0.02
12 0.34 -0.01 0.01 0.34 0.00 0.00 0.00 0.00
13 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
14 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
15 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 008
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Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (007 : Live Only (Serviceability))


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
16 0.34 -0.02 -0.01 0.34 0.00 0.00 -0.05 0.05
17 0.33 -0.04 0.00 0.34 0.00 0.00 0.02 0.02
18 0.33 -0.01 0.01 0.33 0.00 0.00 0.00 0.00
19 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
20 0.00 0.00 0.00 0.00 0.00 0.00 -0.03 0.03
21 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
22 0.31 -0.02 -0.02 0.31 0.00 0.00 -0.05 0.05
23 0.30 -0.04 0.00 0.30 0.00 0.00 0.05 0.05
24 0.27 -0.01 0.01 0.27 0.00 0.00 0.00 0.00
25 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
26 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
27 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
28 0.30 -0.02 -0.02 0.30 0.00 0.00 -0.05 0.05
29 0.30 -0.04 0.00 0.30 0.00 0.00 0.02 0.02
30 0.30 -0.01 0.01 0.30 0.00 0.00 0.00 0.00
31 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
32 0.00 0.00 0.00 0.00 0.00 0.00 -0.03 0.03
33 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
34 0.27 -0.02 -0.02 0.27 0.00 0.00 -0.05 0.05
35 0.26 -0.04 0.00 0.27 0.00 0.00 0.04 0.04
36 0.24 -0.02 0.01 0.24 0.00 0.00 0.00 0.00
37 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
38 0.00 0.00 0.00 0.00 0.01 0.00 -0.01 0.02
39 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
40 0.26 -0.01 -0.02 0.26 -0.01 0.00 -0.03 0.03
41 0.26 -0.02 0.00 0.26 -0.01 0.00 0.01 0.02
42 0.26 -0.01 0.01 0.26 -0.01 0.00 0.00 0.01

Nodal Deflections Serviceability (Maximum Values)


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 0.02 0.03 -0.54 0.54
2 0.00 0.00 0.00 0.00 -0.01 0.03 -0.62 0.62
3 0.00 0.00 0.00 0.00 -0.04 0.03 -0.57 0.58
4 20.36 -0.02 0.95 20.38 0.01 0.03 -0.16 0.17
5 20.33 -0.04 0.46 20.33 0.02 0.03 0.02 0.04
6 20.31 -0.03 -1.09 20.34 0.02 0.03 -0.10 0.10
7 0.00 0.00 0.00 0.00 0.03 0.04 -0.64 0.64
8 0.00 0.00 0.00 0.00 0.01 0.03 -0.74 0.74
9 0.00 0.00 0.00 0.00 -0.03 0.07 -0.69 0.69
10 24.32 -0.05 0.92 24.34 0.00 0.04 -0.21 0.21
11 24.24 -0.10 0.44 24.25 -0.01 0.03 0.04 0.05
12 24.21 -0.04 -1.10 24.23 0.00 0.07 -0.12 0.14
13 0.00 0.00 0.00 0.00 0.02 0.17 -0.85 0.87
14 0.00 0.00 0.00 0.00 0.01 0.12 -0.96 0.97
15 0.00 0.00 0.00 0.00 -0.03 0.00 -0.89 0.89
16 32.01 -0.04 0.84 32.02 0.00 0.17 -0.26 0.31
17 31.72 -0.09 0.38 31.73 0.00 0.12 0.04 0.13
18 31.62 -0.05 -1.07 31.64 0.00 0.00 -0.17 0.17
19 0.00 0.00 0.00 0.00 0.02 0.01 -1.42 1.42
20 0.00 0.00 0.00 0.00 0.01 0.01 -1.48 1.48

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 009
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (Maximum Values)


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
21 0.00 0.00 0.00 0.00 -0.03 0.01 -0.69 0.69
22 51.54 -0.05 0.60 51.54 0.00 0.01 -0.32 0.32
23 50.83 -0.08 0.39 50.83 0.00 0.01 -0.16 0.16
24 28.71 -0.03 -0.98 28.72 0.00 0.01 -0.39 0.39
25 0.00 0.00 0.00 0.00 0.01 -0.17 -0.90 0.91
26 0.00 0.00 0.00 0.00 0.01 -0.10 -1.01 1.01
27 0.00 0.00 0.00 0.00 -0.03 0.02 -0.92 0.92
28 33.48 -0.04 0.36 33.48 0.00 -0.17 -0.26 0.31
29 33.22 -0.09 0.40 33.22 0.00 -0.10 0.05 0.11
30 33.14 -0.06 -0.90 33.16 0.00 0.02 -0.19 0.19
31 0.00 0.00 0.00 0.00 0.01 -0.04 -0.67 0.67
32 0.00 0.00 0.00 0.00 0.01 -0.06 -0.74 0.75
33 0.00 0.00 0.00 0.00 -0.03 -0.12 -0.59 0.60
34 25.19 -0.05 0.27 25.20 0.00 -0.04 -0.20 0.21
35 25.10 -0.09 0.35 25.11 0.01 -0.06 0.09 0.11
36 24.72 -0.03 -0.90 24.73 0.00 -0.12 -0.34 0.36
37 0.00 0.00 0.00 0.00 0.01 -0.03 -0.58 0.58
38 0.00 0.00 0.00 0.00 0.02 0.00 -0.66 0.66
39 0.00 0.00 0.00 0.00 -0.02 0.01 -0.60 0.60
40 21.81 -0.02 0.25 21.82 -0.01 -0.03 -0.17 0.17
41 21.79 -0.05 0.28 21.79 -0.03 0.00 0.03 0.04
42 21.77 -0.03 -0.90 21.78 -0.02 0.01 -0.13 0.13

Nodal Deflections Serviceability (Minimum Values)


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
1 0.00 0.00 0.00 0.00 -0.01 0.00 0.01 0.01
2 0.00 0.00 0.00 0.00 0.01 0.00 -0.02 0.02
3 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
4 0.34 0.00 -0.03 0.35 0.01 0.00 -0.03 0.03
5 0.34 -0.01 0.00 0.34 0.01 0.00 -0.01 0.02
6 0.34 -0.01 0.02 0.34 0.00 0.00 0.00 0.00
7 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02
8 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
9 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
10 0.35 -0.01 -0.03 0.35 0.00 0.00 -0.04 0.04
11 0.34 -0.04 0.00 0.35 0.00 0.00 -0.01 0.01
12 0.34 -0.01 0.02 0.34 0.00 0.00 0.00 0.00
13 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03
14 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
15 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
16 0.34 0.00 -0.03 0.34 0.00 0.00 -0.05 0.05
17 0.33 -0.03 0.00 0.34 0.00 0.00 -0.02 0.02
18 0.33 -0.01 0.02 0.33 0.00 0.00 0.00 0.00
19 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04
20 0.00 0.00 0.00 0.00 0.00 0.00 -0.03 0.03
21 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
22 0.31 0.01 -0.03 0.31 0.00 0.00 -0.05 0.05
23 0.30 -0.04 0.00 0.30 0.00 0.00 0.10 0.10
24 0.27 -0.01 0.02 0.27 0.00 0.00 0.00 0.00
25 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 010
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Nodal Deflections Serviceability (Minimum Values)


Nodal Displacements (mm) Nodal Rotations (Degrees)
Node
X Y Z XYZ X Y Z XYZ
26 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.02
27 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
28 0.30 0.00 -0.03 0.30 0.00 0.00 -0.05 0.05
29 0.30 -0.03 0.00 0.30 0.00 0.00 -0.02 0.02
30 0.30 -0.01 0.02 0.30 0.00 0.00 0.00 0.00
31 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04
32 0.00 0.00 0.00 0.00 0.00 0.00 -0.03 0.03
33 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01
34 0.27 -0.01 -0.03 0.27 0.00 0.00 -0.05 0.05
35 0.26 -0.04 0.00 0.27 0.00 0.00 -0.05 0.05
36 0.24 -0.02 0.02 0.24 0.00 0.00 0.00 0.00
37 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01
38 0.00 0.00 0.00 0.00 0.01 0.00 -0.01 0.02
39 0.00 0.00 0.00 0.00 0.01 0.00 -0.01 0.01
40 0.26 0.00 -0.04 0.26 -0.01 0.00 -0.03 0.03
41 0.26 -0.01 0.00 0.26 -0.01 0.00 -0.01 0.02
42 0.26 -0.01 0.02 0.26 -0.01 0.00 0.00 0.01

Member Forces Ultimate (001 : Dead plus Live (Ultimate))


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
1 11.01C 0.00 -1.48 0.52 0.00 0.00 0.64
1
4 11.01C 0.00 -1.48 0.52 -4.13 1.47 @ 1.624

3 6.03C 0.00 -0.47 -0.51 0.00 0.00 0.28


2
6 6.03C 0.00 -0.47 -0.51 -1.31 -1.42 @ 1.624

2 24.58C 0.00 1.28 0.85 0.00 0.00 0.62


3
5 24.58C 0.00 1.28 0.85 3.58 2.39 @ 1.624

4 1.63C -0.34 7.17 -0.01 -2.51 0.03 10.66 3.03


4
5 1.63C 0.34 -10.34 -0.01 -12.60 -0.03 @ 2.786 @ 2.916

5 0.46C 0.48 6.31 -0.01 -9.78 0.01 1.16 0.24


5
6 0.46C -0.48 -2.26 -0.01 -1.16 -0.02 @ 2.720 @ 0.978

7 25.89C 0.00 -2.68 -0.09 0.00 0.00 1.09


6
10 25.89C 0.00 -2.68 -0.09 -7.51 -0.25 @ 1.624

9 15.41C 0.00 -0.58 0.14 0.00 0.00 0.24


7
12 15.41C 0.00 -0.58 0.14 -1.64 0.38 @ 1.624

8 53.56C 0.00 1.84 -0.18 0.00 0.00 0.75


8
11 53.56C 0.00 1.84 -0.18 5.17 -0.50 @ 1.624

10 2.67C 0.06 15.09 -0.01 -8.80 0.03 19.71 5.44


9
11 2.67C -0.06 -19.93 -0.01 -24.15 -0.02 @ 2.916 @ 2.981

11 0.67C -0.07 12.48 -0.01 -18.52 0.01 2.98 0.37


10
12 0.67C 0.07 -4.66 -0.01 -1.88 -0.03 @ 2.678 @ 0.850

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 011
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (001 : Dead plus Live (Ultimate))


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
13 24.39C 0.00 -2.94 0.05 0.00 0.00 1.20
11
16 24.39C 0.00 -2.94 0.05 -8.25 0.13 @ 1.624

15 13.92C 0.00 -0.50 -0.04 0.00 0.00 0.20


12
18 13.92C 0.00 -0.50 -0.04 -1.39 -0.12 @ 1.624

14 51.99C 0.00 2.04 0.06 0.00 0.00 0.83


13
17 51.99C 0.00 2.04 0.06 5.72 0.16 @ 1.624

16 2.90C -0.03 15.05 0.01 -8.02 -0.03 20.36 5.72


14
17 2.90C 0.03 -19.97 0.01 -23.65 0.01 @ 2.916 @ 2.981

17 0.64C 0.00 12.90 0.04 -20.00 -0.07 2.63 0.47


15
18 0.64C 0.00 -4.24 0.04 -1.59 0.11 @ 2.763 @ 0.935

19 26.52C 0.00 -3.41 0.02 0.00 0.00 1.39


16
22 26.52C 0.00 -3.41 0.02 -9.55 0.06 @ 1.624

21 17.56C 0.00 -0.18 0.02 0.00 0.00 0.07


17
24 17.56C 0.00 -0.18 0.02 -0.50 0.05 @ 1.624

20 45.50C 0.00 3.76 -0.01 0.00 0.00 1.53


18
23 45.50C 0.00 3.76 -0.01 10.53 -0.02 @ 1.624

22 3.69C 0.00 16.80 0.00 -10.56 -0.01 23.07 6.99


19
23 3.69C 0.00 -18.22 0.00 -15.04 0.02 @ 3.110 @ 3.110

25 24.49C 0.00 -3.08 0.00 0.00 0.00 1.25


20
28 24.49C 0.00 -3.08 0.00 -8.63 -0.01 @ 1.624

27 14.01C 0.00 -0.38 0.04 0.00 0.00 0.15


21
30 14.01C 0.00 -0.38 0.04 -1.05 0.10 @ 1.624

26 52.47C 0.00 2.15 -0.04 0.00 0.00 0.88


22
29 52.47C 0.00 2.15 -0.04 6.03 -0.10 @ 1.624

28 3.01C 0.01 15.15 0.00 -8.01 -0.02 20.68 5.86


23
29 3.01C -0.01 -19.86 0.00 -22.97 0.01 @ 2.916 @ 2.981

29 0.59C -0.02 13.18 0.00 -21.08 -0.02 2.34 0.55


24
30 0.59C 0.02 -3.96 0.00 -1.47 0.00 @ 2.805 @ 1.020

31 27.75C 0.00 -3.26 0.13 0.00 0.00 1.32


25
34 27.75C 0.00 -3.26 0.13 -9.12 0.37 @ 1.624

33 18.73C 0.00 -0.13 -0.11 0.00 0.00 0.07


26
36 18.73C 0.00 -0.13 -0.11 -0.37 -0.31 @ 1.624

32 47.26C 0.00 3.59 0.18 0.00 0.00 1.46


27
35 47.26C 0.00 3.59 0.18 10.06 0.51 @ 1.624

34 3.52C -0.07 16.93 0.01 -11.42 -0.03 22.62 6.80


28
35 3.52C 0.07 -18.09 0.01 -15.07 0.03 @ 3.110 @ 3.110

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 012
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (001 : Dead plus Live (Ultimate))


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
37 11.11C 0.00 -1.68 -0.49 0.00 0.00 0.71
29
40 11.11C 0.00 -1.68 -0.49 -4.71 -1.38 @ 1.624

39 5.97C 0.00 -0.28 0.58 0.00 0.00 0.26


30
42 5.97C 0.00 -0.28 0.58 -0.78 1.62 @ 1.624

38 25.06C 0.00 1.34 -0.90 0.00 0.00 0.66


31
41 25.06C 0.00 1.34 -0.90 3.75 -2.52 @ 1.624

40 1.66C 0.36 7.30 0.00 -2.58 0.01 10.98 3.18


32
41 1.66C -0.36 -10.20 0.00 -11.79 -0.01 @ 2.851 @ 2.981

41 0.33C -0.47 6.66 -0.03 -11.05 0.04 0.86 0.33


33
42 0.33C 0.47 -1.91 -0.03 -0.94 -0.08 @ 2.848 @ 1.105

4 0.63C 1.62 3.84 0.01 -1.13 -0.03 4.02 0.54


34
10 0.63C -1.62 -5.77 0.01 -5.47 0.03 @ 2.025 @ 2.025

10 0.56C 0.33 5.03 0.01 -5.27 0.00 2.44 0.22


35
16 0.56C -0.33 -4.58 0.01 -4.26 0.03 @ 2.295 @ 2.340

16 0.59C 0.56 4.76 -0.03 -4.36 0.06 2.75 0.28


36
22 0.59C -0.56 -4.85 -0.03 -4.55 -0.07 @ 2.250 @ 2.250

22 0.50C -0.45 4.87 0.03 -4.61 -0.06 2.75 0.28


37
28 0.50C 0.45 -4.74 0.03 -4.31 0.06 @ 2.250 @ 2.250

28 0.50C 0.17 4.60 -0.03 -4.31 0.07 2.44 0.22


38
34 0.50C -0.17 -5.01 -0.03 -5.23 -0.07 @ 2.205 @ 2.160

34 0.49C -2.13 5.81 0.01 -5.53 -0.04 4.05 0.55


39
40 0.49C 2.13 -3.80 0.01 -1.02 0.01 @ 2.475 @ 2.475

5 0.94C -0.76 7.92 0.02 -3.20 -0.04 7.58 0.99


40
11 0.94C 0.76 -11.27 0.02 -10.73 0.04 @ 2.020 @ 2.066

11 0.67C -0.29 9.88 0.00 -10.10 0.00 4.94 0.01 0.45


41
17 0.67C 0.29 -9.30 0.00 -8.80 0.01 @ 2.296 @ 0.000 @ 2.296

17 0.80C -2.37 9.81 -0.04 -8.99 0.09 5.88 0.62


42
23 0.80C 2.37 -13.66 -0.04 -11.06 -0.08 @ 2.296 @ 2.250

23 0.80C 2.15 13.62 0.03 -11.04 -0.06 5.81 0.61


43
29 0.80C -2.15 -9.85 0.03 -9.15 0.06 @ 2.204 @ 2.250

29 0.79C -2.00 9.58 -0.04 -9.02 0.09 5.32 0.50


44
35 0.79C 2.00 -13.90 -0.04 -12.13 -0.08 @ 2.250 @ 2.204

35 0.98C 3.01 15.28 0.02 -12.70 -0.05 7.99 1.06


45
41 0.98C -3.01 -8.19 0.02 -3.36 0.04 @ 2.434 @ 2.434

6 0.50C -0.15 3.78 0.01 -0.95 -0.02 4.08 0.55


46
12 0.50C 0.15 -5.80 0.01 -5.50 0.01 @ 1.974 @ 2.020

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 013
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (001 : Dead plus Live (Ultimate))


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
12 0.27C 0.10 4.95 0.02 -5.20 -0.01 2.34 0.20
47
18 0.27C -0.10 -4.63 0.02 -4.48 0.07 @ 2.296 @ 2.296

18 0.45C 0.29 5.05 -0.09 -4.60 0.18 3.18 0.35


48
24 0.45C -0.29 -8.81 -0.09 -6.45 -0.21 @ 2.296 @ 2.296

24 0.43C -0.20 8.75 0.09 -6.39 -0.21 3.09 0.33


49
30 0.43C 0.20 -5.12 0.09 -4.83 0.20 @ 2.158 @ 2.204

30 0.49C 0.21 4.94 -0.08 -4.74 0.20 2.76 0.26


50
36 0.49C -0.21 -8.93 -0.08 -7.12 -0.16 @ 2.296 @ 2.250

36 0.60C -0.16 9.80 0.05 -7.43 -0.16 4.46 0.62


51
42 0.60C 0.16 -4.07 0.05 -1.15 0.08 @ 2.434 @ 2.434

35 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


52
40 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

34 0.02T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


53
41 0.02T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

30 0.11T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


54
41 0.11T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


55
42 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

28 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


56
35 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.25T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


57
34 0.25T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

22 0.05T 0.00 0.00 0.00 0.00 0.00 0.00 0.00


58
29 0.05T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

23 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


59
28 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

18 0.10T 0.00 0.00 0.00 0.00 0.00 0.00 0.00


60
29 0.10T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00


61
30 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000

16 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


62
23 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

17 0.23T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


63
22 0.23T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

10 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


64
17 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 014
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (001 : Dead plus Live (Ultimate))


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
65
16 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

4 0.17T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


66
11 0.17T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


67
10 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.13T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


68
12 0.13T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

6 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


69
11 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


70
18 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

12 0.02T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


71
17 0.02T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Member Forces Ultimate (002 : Dead Plus Earthquake On Side)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
1 2.88T 0.00 7.50 -0.28 0.00 0.00 3.05
1
4 2.88T 0.00 7.50 -0.28 21.01 -0.78 @ 1.624

3 12.49C 0.00 -9.14 -0.69 0.00 0.00 3.72


2
6 12.49C 0.00 -9.14 -0.69 -25.59 -1.92 @ 1.624

2 3.46C 0.00 11.56 0.05 0.00 0.00 4.69


3
5 3.46C 0.00 11.56 0.05 32.36 0.13 @ 1.624

4 10.01C -0.03 -3.66 -0.77 22.48 2.51 3.38


4
5 10.01C 0.03 -9.22 -0.77 -18.40 -2.38 @ 2.138

5 9.13C 0.40 -8.10 -0.46 13.91 0.88 1.20


5
6 9.13C -0.40 -10.82 -0.46 -26.30 -1.07 @ 2.975

7 1.34C 0.00 8.74 -0.54 0.00 0.00 3.56


6
10 1.34C 0.00 8.74 -0.54 24.47 -1.51 @ 1.624

9 16.94C 0.00 -10.92 -0.56 0.00 0.00 4.44


7
12 16.94C 0.00 -10.92 -0.56 -30.57 -1.58 @ 1.624

8 11.94C 0.00 13.91 -0.30 0.00 0.00 5.65


8
11 11.94C 0.00 13.91 -0.30 38.94 -0.84 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 015
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (002 : Dead Plus Earthquake On Side)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
10 22.83C 0.04 -2.27 -1.16 24.89 3.83 4.54
9
11 22.83C -0.04 -13.40 -1.16 -24.88 -3.51 @ 2.250

11 16.40C 0.07 -8.21 -2.37 14.67 4.08 1.53


10
12 16.40C -0.07 -13.66 -2.37 -31.80 -5.99 @ 2.975

13 1.72T 0.00 11.88 -0.44 0.00 0.00 4.83


11
16 1.72T 0.00 11.88 -0.44 33.27 -1.23 @ 1.624

15 22.09C 0.00 -13.86 -0.58 0.00 0.00 5.64


12
18 22.09C 0.00 -13.86 -0.58 -38.82 -1.63 @ 1.624

14 8.34C 0.00 17.92 -0.18 0.00 0.00 7.28


13
17 8.34C 0.00 17.92 -0.18 50.18 -0.50 @ 1.624

16 86.41C 0.01 -4.68 -4.76 33.89 15.92 5.78


14
17 86.41C -0.01 -15.80 -4.76 -31.12 -14.30 @ 2.009

17 46.35C 0.15 -13.63 -3.30 24.05 10.16 2.19


15
18 46.35C -0.15 -19.08 -3.30 -45.46 -3.86 @ 2.763

19 9.30T 0.00 21.58 -0.32 0.00 0.00 8.77


16
22 9.30T 0.00 21.58 -0.32 60.43 -0.90 @ 1.624

21 5.68C 0.00 -5.75 -0.52 0.00 0.00 2.34


17
24 5.68C 0.00 -5.75 -0.52 -16.09 -1.46 @ 1.624

20 32.14C 0.00 25.09 -0.21 0.00 0.00 10.19


18
23 32.14C 0.00 25.09 -0.21 70.26 -0.57 @ 1.624

22 217.55C 0.01 -12.53 -0.22 55.66 0.75 5.37


19
23 217.55C -0.01 -23.65 -0.22 -59.21 -0.62 @ 1.749

25 1.98T 0.00 12.57 -0.20 0.00 0.00 5.11


20
28 1.98T 0.00 12.57 -0.20 35.20 -0.56 @ 1.624

27 24.51C 0.00 -13.98 -0.48 0.00 0.00 5.68


21
30 24.51C 0.00 -13.98 -0.48 -39.13 -1.33 @ 1.624

26 6.41C 0.00 18.77 -0.23 0.00 0.00 7.63


22
29 6.41C 0.00 18.77 -0.23 52.57 -0.64 @ 1.624

28 79.02C 0.01 -4.98 4.56 35.06 -15.59 5.97


23
29 79.02C -0.01 -16.10 4.56 -31.87 13.33 @ 2.009

29 34.70C 0.09 -16.06 4.47 27.63 -12.80 2.51


24
30 34.70C -0.09 -21.50 4.47 -52.18 6.21 @ 2.805

31 0.58T 0.00 9.47 -0.11 0.00 0.00 3.85


25
34 0.58T 0.00 9.47 -0.11 26.50 -0.32 @ 1.624

33 6.20C 0.00 -4.86 -0.52 0.00 0.00 1.99


26
36 6.20C 0.00 -4.86 -0.52 -13.61 -1.45 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 016
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (002 : Dead Plus Earthquake On Side)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
32 24.27C 0.00 12.91 -0.12 0.00 0.00 5.24
27
35 24.27C 0.00 12.91 -0.12 36.14 -0.35 @ 1.624

34 27.29C -0.03 -4.00 1.59 27.98 -4.75 3.84


28
35 27.29C 0.03 -15.12 1.59 -32.74 5.33 @ 2.009

37 2.64T 0.00 8.16 -0.28 0.00 0.00 3.31


29
40 2.64T 0.00 8.16 -0.28 22.84 -0.78 @ 1.624

39 14.28C 0.00 -9.14 -0.25 0.00 0.00 3.71


30
42 14.28C 0.00 -9.14 -0.25 -25.58 -0.71 @ 1.624

38 1.59C 0.00 12.42 -0.45 0.00 0.00 5.05


31
41 1.59C 0.00 12.42 -0.45 34.78 -1.25 @ 1.624

40 7.66C 0.14 -3.97 0.48 23.76 -1.92 3.56


32
41 7.66C -0.14 -9.53 0.48 -19.10 1.11 @ 2.138

41 10.06C 0.00 -10.71 0.79 17.65 -2.14 1.61


33
42 10.06C 0.00 -13.43 0.79 -33.65 1.21 @ 2.933

4 12.22C 1.48 0.77 0.96 0.81 -2.51 1.64 0.33


34
10 12.22C -1.48 -2.28 0.96 -2.58 1.81 @ 1.575 @ 1.440

10 36.26C 1.89 1.34 -0.50 -1.11 -2.01 0.77 1.54


35
16 36.26C -1.89 -1.72 -0.50 -1.96 -4.28 @ 2.115 @ 2.385

16 102.29C 2.51 1.24 10.74 -0.74 -20.20 0.94 2.95


36
22 102.29C -2.51 -1.81 10.74 -2.03 28.14 @ 2.025 @ 3.240

22 102.18C -2.26 1.41 -10.19 -1.14 27.39 0.90 3.08


37
28 102.18C 2.26 -1.64 -10.19 -1.65 -18.47 @ 2.160 @ 1.305

28 39.62C -2.40 1.35 -0.15 -1.10 -2.88 0.81 1.56


38
34 39.62C 2.40 -1.70 -0.15 -1.88 -3.53 @ 2.115 @ 2.295

34 11.47C -0.93 1.72 -0.70 -1.53 1.22 1.22 0.27


39
40 11.47C 0.93 -1.33 -0.70 -0.64 -1.92 @ 2.385 @ 2.925

5 9.60C -0.04 2.34 1.35 -0.57 -3.26 2.51 0.39


40
11 9.60C 0.04 -3.75 1.35 -3.74 2.81 @ 1.974 @ 1.561

11 24.42C 0.56 3.00 1.14 -2.93 -4.78 1.54 1.13


41
17 24.42C -0.56 -3.09 1.14 -3.13 0.34 @ 2.250 @ 1.883

17 0.64T 5.55 3.08 12.02 -2.77 -24.13 1.88 2.72


42
23 0.64T -5.55 -4.38 12.02 -3.58 29.97 @ 2.250 @ 3.306

23 4.97T -5.50 4.11 -11.81 -2.99 29.35 1.88 2.64


43
29 4.97T 5.50 -3.35 -11.81 -3.38 -23.79 @ 2.112 @ 1.148

29 18.13C 1.43 3.01 -1.58 -2.82 2.34 1.67 0.70


44
35 18.13C -1.43 -4.45 -1.58 -3.95 -4.75 @ 2.250 @ 2.939

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 017
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (002 : Dead Plus Earthquake On Side)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
35 30.33C -1.98 4.69 -0.85 -3.64 0.59 2.55 0.76
45
41 30.33C 1.98 -2.76 -0.85 -1.39 -3.25 @ 2.342 @ 2.617

6 0.23C 0.71 1.67 0.01 -1.52 -1.07 1.10 0.52


46
12 0.23C -0.71 -1.37 0.01 -0.85 -1.01 @ 2.342 @ 2.250

12 11.46T 1.94 1.91 3.85 -2.36 -7.00 0.85 1.15


47
18 11.46T -1.94 -1.13 3.85 -0.62 10.31 @ 2.571 @ 3.168

18 36.61T 8.58 1.88 -2.91 -2.10 6.45 1.04 0.45


48
24 36.61T -8.58 -2.52 -2.91 -1.45 -6.66 @ 2.526 @ 3.490

24 36.09T -7.51 3.16 2.83 -2.91 -6.66 0.99 0.50


49
30 36.09T 7.51 -1.25 2.83 -0.70 6.09 @ 2.480 @ 1.056

30 1.57T 5.54 1.76 -3.93 -1.94 12.30 0.90 1.92


50
36 1.57T -5.54 -2.64 -3.93 -1.82 -5.40 @ 2.434 @ 1.561

36 1.05T -8.07 3.56 0.93 -3.27 -5.40 1.66 1.64


51
42 1.05T 8.07 -0.85 0.93 0.71 -1.21 @ 2.801 @ 2.020

35 18.54T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


52
40 18.54T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

34 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


53
41 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

30 32.70T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


54
41 32.70T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


55
42 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

28 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


56
35 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 45.73T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


57
34 45.73T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

22 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


58
29 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

23 99.96T 0.00 0.00 0.00 0.00 0.00 0.00 0.00


59
28 99.96T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

18 3.54T 0.00 0.00 0.00 0.00 0.00 0.00 0.00


60
29 3.54T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


61
30 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

16 106.71T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


62
23 106.71T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 018
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (002 : Dead Plus Earthquake On Side)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
63
22 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

10 40.50T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


64
17 40.50T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


65
16 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

4 20.28T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


66
11 20.28T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


67
10 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 13.58T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


68
12 13.58T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

6 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


69
11 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 35.27T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


70
18 35.27T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

12 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


71
17 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Member Forces Ultimate (003 : Dead Plus Earthquake On Gable)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
1 3.50C 0.00 -0.47 0.17 0.00 0.00 0.20
1
4 3.50C 0.00 -0.47 0.17 -1.31 0.47 @ 1.624

3 1.92C 0.00 -0.15 -0.16 0.00 0.00 0.09


2
6 1.92C 0.00 -0.15 -0.16 -0.42 -0.45 @ 1.624

2 7.81C 0.00 0.41 0.27 0.00 0.00 0.20


3
5 7.81C 0.00 0.41 0.27 1.14 0.76 @ 1.624

4 0.52C -0.11 2.28 0.00 -0.80 0.01 3.39 0.96


4
5 0.52C 0.11 -3.29 0.00 -4.00 -0.01 @ 2.786 @ 2.916

5 0.15C 0.15 2.01 0.00 -3.11 0.00 0.37 0.08


5
6 0.15C -0.15 -0.72 0.00 -0.37 -0.01 @ 2.678 @ 0.978

7 8.23C 0.00 -0.85 -0.03 0.00 0.00 0.35


6
10 8.23C 0.00 -0.85 -0.03 -2.39 -0.08 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 019
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (003 : Dead Plus Earthquake On Gable)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
9 4.89C 0.00 -0.19 0.04 0.00 0.00 0.08
7
12 4.89C 0.00 -0.19 0.04 -0.52 0.12 @ 1.624

8 17.02C 0.00 0.59 -0.06 0.00 0.00 0.24


8
11 17.02C 0.00 0.59 -0.06 1.64 -0.16 @ 1.624

10 0.85C 0.02 4.79 0.00 -2.80 0.01 6.26 1.73


9
11 0.85C -0.02 -6.33 0.00 -7.67 -0.01 @ 2.916 @ 2.981

11 0.21C -0.02 3.97 0.00 -5.88 0.00 0.95 0.12


10
12 0.21C 0.02 -1.48 0.00 -0.60 -0.01 @ 2.678 @ 0.850

13 7.75C 0.00 -0.94 0.01 0.00 0.00 0.38


11
16 7.75C 0.00 -0.94 0.01 -2.62 0.04 @ 1.624

15 4.42C 0.00 -0.16 -0.01 0.00 0.00 0.06


12
18 4.42C 0.00 -0.16 -0.01 -0.44 -0.04 @ 1.624

14 16.52C 0.00 0.65 0.02 0.00 0.00 0.26


13
17 16.52C 0.00 0.65 0.02 1.82 0.05 @ 1.624

16 0.92C -0.01 4.78 0.00 -2.55 -0.01 6.47 1.82


14
17 0.92C 0.01 -6.34 0.00 -7.51 0.00 @ 2.916 @ 2.981

17 0.20C 0.00 4.10 0.01 -6.35 -0.02 0.84 0.15


15
18 0.20C 0.00 -1.35 0.01 -0.51 0.03 @ 2.763 @ 0.935

19 8.43C 0.00 -1.08 0.01 0.00 0.00 0.44


16
22 8.43C 0.00 -1.08 0.01 -3.03 0.02 @ 1.624

21 5.58C 0.00 -0.06 0.01 0.00 0.00 0.02


17
24 5.58C 0.00 -0.06 0.01 -0.16 0.02 @ 1.624

20 14.46C 0.00 1.19 0.00 0.00 0.00 0.49


18
23 14.46C 0.00 1.19 0.00 3.35 -0.01 @ 1.624

22 1.17C 0.00 5.34 0.00 -3.35 0.00 7.33 2.22


19
23 1.17C 0.00 -5.79 0.00 -4.78 0.01 @ 3.110 @ 3.110

25 7.78C 0.00 -0.98 0.00 0.00 0.00 0.00 0.40


20
28 7.78C 0.00 -0.98 0.00 -2.74 0.00 @ 0.000 @ 1.624

27 4.45C 0.00 -0.12 0.01 0.00 0.00 0.05


21
30 4.45C 0.00 -0.12 0.01 -0.33 0.03 @ 1.624

26 16.67C 0.00 0.68 -0.01 0.00 0.00 0.28


22
29 16.67C 0.00 0.68 -0.01 1.92 -0.03 @ 1.624

28 0.96C 0.00 4.81 0.00 -2.55 0.00 6.57 0.00 1.86


23
29 0.96C 0.00 -6.31 0.00 -7.30 0.00 @ 2.916 @ 0.000 @ 2.981

29 0.19C -0.01 4.19 0.00 -6.70 -0.01 0.74 0.17


24
30 0.19C 0.01 -1.26 0.00 -0.47 0.00 @ 2.805 @ 1.020

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 020
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (003 : Dead Plus Earthquake On Gable)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
31 8.82C 0.00 -1.03 0.04 0.00 0.00 0.42
25
34 8.82C 0.00 -1.03 0.04 -2.90 0.12 @ 1.624

33 5.95C 0.00 -0.04 -0.04 0.00 0.00 0.02


26
36 5.95C 0.00 -0.04 -0.04 -0.12 -0.10 @ 1.624

32 15.02C 0.00 1.14 0.06 0.00 0.00 0.46


27
35 15.02C 0.00 1.14 0.06 3.20 0.16 @ 1.624

34 1.12C -0.02 5.38 0.00 -3.63 -0.01 7.19 2.16


28
35 1.12C 0.02 -5.75 0.00 -4.79 0.01 @ 3.110 @ 3.110

37 3.53C 0.00 -0.53 -0.16 0.00 0.00 0.23


29
40 3.53C 0.00 -0.53 -0.16 -1.50 -0.44 @ 1.624

39 1.90C 0.00 -0.09 0.18 0.00 0.00 0.08


30
42 1.90C 0.00 -0.09 0.18 -0.25 0.52 @ 1.624

38 7.96C 0.00 0.43 -0.29 0.00 0.00 0.21


31
41 7.96C 0.00 0.43 -0.29 1.19 -0.80 @ 1.624

40 0.53C 0.12 2.32 0.00 -0.82 0.00 3.49 0.00 1.01


32
41 0.53C -0.12 -3.24 0.00 -3.74 0.00 @ 2.851 @ 0.000 @ 2.981

41 0.11C -0.15 2.12 -0.01 -3.51 0.01 0.27 0.10


33
42 0.11C 0.15 -0.61 -0.01 -0.30 -0.03 @ 2.805 @ 1.105

4 0.20C 0.52 1.22 0.00 -0.36 -0.01 1.28 0.17


34
10 0.20C -0.52 -1.83 0.00 -1.74 0.01 @ 2.025 @ 2.025

10 0.18C 0.11 1.60 0.00 -1.68 0.00 0.78 0.07


35
16 0.18C -0.11 -1.46 0.00 -1.35 0.01 @ 2.295 @ 2.340

16 0.19C 0.18 1.51 -0.01 -1.38 0.02 0.87 0.09


36
22 0.19C -0.18 -1.54 -0.01 -1.45 -0.02 @ 2.250 @ 2.250

22 0.16C -0.14 1.55 0.01 -1.46 -0.02 0.87 0.09


37
28 0.16C 0.14 -1.51 0.01 -1.37 0.02 @ 2.250 @ 2.250

28 0.16C 0.05 1.46 -0.01 -1.37 0.02 0.78 0.07


38
34 0.16C -0.05 -1.59 -0.01 -1.66 -0.02 @ 2.205 @ 2.160

34 0.15C -0.68 1.84 0.00 -1.76 -0.01 1.29 0.17


39
40 0.15C 0.68 -1.21 0.00 -0.32 0.00 @ 2.475 @ 2.475

5 0.30C -0.24 2.52 0.01 -1.02 -0.01 2.41 0.32


40
11 0.30C 0.24 -3.58 0.01 -3.41 0.01 @ 2.020 @ 2.066

11 0.21C -0.09 3.14 0.00 -3.21 0.00 1.57 0.00 0.14


41
17 0.21C 0.09 -2.96 0.00 -2.79 0.00 @ 2.296 @ 0.000 @ 2.296

17 0.25C -0.75 3.12 -0.01 -2.86 0.03 1.87 0.20


42
23 0.25C 0.75 -4.34 -0.01 -3.51 -0.03 @ 2.250 @ 2.250

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 021
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (003 : Dead Plus Earthquake On Gable)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
23 0.25C 0.68 4.33 0.01 -3.51 -0.02 1.85 0.19
43
29 0.25C -0.68 -3.13 0.01 -2.91 0.02 @ 2.204 @ 2.250

29 0.25C -0.63 3.04 -0.01 -2.87 0.03 1.69 0.16


44
35 0.25C 0.63 -4.41 -0.01 -3.85 -0.03 @ 2.250 @ 2.204

35 0.31C 0.96 4.86 0.01 -4.04 -0.02 2.54 0.34


45
41 0.31C -0.96 -2.60 0.01 -1.07 0.01 @ 2.434 @ 2.434

6 0.16C -0.05 1.20 0.00 -0.30 -0.01 1.30 0.18


46
12 0.16C 0.05 -1.84 0.00 -1.75 0.00 @ 1.974 @ 2.020

12 0.09C 0.03 1.57 0.01 -1.65 0.00 0.74 0.06


47
18 0.09C -0.03 -1.47 0.01 -1.42 0.02 @ 2.296 @ 2.296

18 0.14C 0.09 1.61 -0.03 -1.46 0.06 1.01 0.11


48
24 0.14C -0.09 -2.80 -0.03 -2.05 -0.07 @ 2.296 @ 2.296

24 0.14C -0.06 2.78 0.03 -2.03 -0.07 0.98 0.10


49
30 0.14C 0.06 -1.63 0.03 -1.53 0.06 @ 2.158 @ 2.204

30 0.16C 0.07 1.57 -0.03 -1.51 0.06 0.88 0.08


50
36 0.16C -0.07 -2.84 -0.03 -2.26 -0.05 @ 2.296 @ 2.250

36 0.19C -0.05 3.11 0.02 -2.36 -0.05 1.42 0.20


51
42 0.19C 0.05 -1.29 0.02 -0.37 0.03 @ 2.434 @ 2.434

35 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


52
40 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

34 0.01T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


53
41 0.01T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

30 0.03T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


54
41 0.03T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


55
42 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

28 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


56
35 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.08T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


57
34 0.08T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

22 0.02T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


58
29 0.02T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

23 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00


59
28 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

18 0.03T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


60
29 0.03T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 022
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (003 : Dead Plus Earthquake On Gable)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00
61
30 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

16 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


62
23 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

17 0.07T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


63
22 0.07T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

10 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


64
17 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


65
16 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

4 0.05T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


66
11 0.05T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


67
10 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.04T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


68
12 0.04T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

6 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


69
11 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


70
18 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

12 0.01T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


71
17 0.01T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Member Forces Ultimate (Maximum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
1 11.01C 0.00 7.50 0.52 0.00 0.00 3.05
1
4 11.01C 0.00 7.50 0.52 21.01 1.47 @ 1.624

3 12.49C 0.00 -9.14 -0.69 0.00 0.00 3.72


2
6 12.49C 0.00 -9.14 -0.69 -25.59 -1.92 @ 1.624

2 24.58C 0.00 11.56 0.85 0.00 0.00 4.69


3
5 24.58C 0.00 11.56 0.85 32.36 2.39 @ 1.624

4 10.01C -0.34 7.17 -0.77 22.48 2.51 10.66 3.38


4
5 10.01C 0.34 -10.34 -0.77 -18.40 -2.38 @ 2.786 @ 2.138

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 023
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Maximum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
5 9.13C 0.48 -8.10 -0.46 13.91 0.88 1.16 1.20
5
6 9.13C -0.48 -10.82 -0.46 -26.30 -1.07 @ 2.720 @ 2.975

7 25.89C 0.00 8.74 -0.54 0.00 0.00 3.56


6
10 25.89C 0.00 8.74 -0.54 24.47 -1.51 @ 1.624

9 16.94C 0.00 -10.92 -0.56 0.00 0.00 4.44


7
12 16.94C 0.00 -10.92 -0.56 -30.57 -1.58 @ 1.624

8 53.56C 0.00 13.91 -0.30 0.00 0.00 5.65


8
11 53.56C 0.00 13.91 -0.30 38.94 -0.84 @ 1.624

10 22.83C 0.06 15.09 -1.16 24.89 3.83 19.71 5.44


9
11 22.83C -0.06 -19.93 -1.16 -24.88 -3.51 @ 2.916 @ 2.981

11 16.40C -0.07 12.48 -2.37 -18.52 4.08 2.98 1.53


10
12 16.40C 0.07 -13.66 -2.37 -31.80 -5.99 @ 2.678 @ 2.975

13 24.39C 0.00 11.88 -0.44 0.00 0.00 4.83


11
16 24.39C 0.00 11.88 -0.44 33.27 -1.23 @ 1.624

15 22.09C 0.00 -13.86 -0.58 0.00 0.00 5.64


12
18 22.09C 0.00 -13.86 -0.58 -38.82 -1.63 @ 1.624

14 51.99C 0.00 17.92 -0.18 0.00 0.00 7.28


13
17 51.99C 0.00 17.92 -0.18 50.18 -0.50 @ 1.624

16 86.41C -0.03 15.05 -4.76 33.89 15.92 20.36 5.78


14
17 86.41C 0.03 -19.97 -4.76 -31.12 -14.30 @ 2.916 @ 2.009

17 46.35C 0.15 -13.63 -3.30 24.05 10.16 2.63 2.19


15
18 46.35C -0.15 -19.08 -3.30 -45.46 -3.86 @ 2.763 @ 2.763

19 26.52C 0.00 21.58 -0.32 0.00 0.00 8.77


16
22 26.52C 0.00 21.58 -0.32 60.43 -0.90 @ 1.624

21 17.56C 0.00 -5.75 -0.52 0.00 0.00 2.34


17
24 17.56C 0.00 -5.75 -0.52 -16.09 -1.46 @ 1.624

20 45.50C 0.00 25.09 -0.21 0.00 0.00 10.19


18
23 45.50C 0.00 25.09 -0.21 70.26 -0.57 @ 1.624

22 217.55C 0.01 16.80 -0.22 55.66 0.75 23.07 6.99


19
23 217.55C -0.01 -23.65 -0.22 -59.21 -0.62 @ 3.110 @ 3.110

25 24.49C 0.00 12.57 -0.20 0.00 0.00 0.00 5.11


20
28 24.49C 0.00 12.57 -0.20 35.20 -0.56 @ 0.000 @ 1.624

27 24.51C 0.00 -13.98 -0.48 0.00 0.00 5.68


21
30 24.51C 0.00 -13.98 -0.48 -39.13 -1.33 @ 1.624

26 52.47C 0.00 18.77 -0.23 0.00 0.00 7.63


22
29 52.47C 0.00 18.77 -0.23 52.57 -0.64 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 024
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Maximum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
28 79.02C 0.01 15.15 4.56 35.06 -15.59 20.68 0.00 5.97
23
29 79.02C -0.01 -19.86 4.56 -31.87 13.33 @ 2.916 @ 0.000 @ 2.009

29 34.70C 0.09 -16.06 4.47 27.63 -12.80 2.34 2.51


24
30 34.70C -0.09 -21.50 4.47 -52.18 6.21 @ 2.805 @ 2.805

31 27.75C 0.00 9.47 0.13 0.00 0.00 3.85


25
34 27.75C 0.00 9.47 0.13 26.50 0.37 @ 1.624

33 18.73C 0.00 -4.86 -0.52 0.00 0.00 1.99


26
36 18.73C 0.00 -4.86 -0.52 -13.61 -1.45 @ 1.624

32 47.26C 0.00 12.91 0.18 0.00 0.00 5.24


27
35 47.26C 0.00 12.91 0.18 36.14 0.51 @ 1.624

34 27.29C -0.07 16.93 1.59 27.98 -4.75 22.62 6.80


28
35 27.29C 0.07 -18.09 1.59 -32.74 5.33 @ 3.110 @ 3.110

37 11.11C 0.00 8.16 -0.49 0.00 0.00 3.31


29
40 11.11C 0.00 8.16 -0.49 22.84 -1.38 @ 1.624

39 14.28C 0.00 -9.14 0.58 0.00 0.00 3.71


30
42 14.28C 0.00 -9.14 0.58 -25.58 1.62 @ 1.624

38 25.06C 0.00 12.42 -0.90 0.00 0.00 5.05


31
41 25.06C 0.00 12.42 -0.90 34.78 -2.52 @ 1.624

40 7.66C 0.36 7.30 0.48 23.76 -1.92 10.98 0.00 3.56


32
41 7.66C -0.36 -10.20 0.48 -19.10 1.11 @ 2.851 @ 0.000 @ 2.138

41 10.06C -0.47 -10.71 0.79 17.65 -2.14 0.86 1.61


33
42 10.06C 0.47 -13.43 0.79 -33.65 1.21 @ 2.848 @ 2.933

4 12.22C 1.62 3.84 0.96 -1.13 -2.51 4.02 0.54


34
10 12.22C -1.62 -5.77 0.96 -5.47 1.81 @ 2.025 @ 2.025

10 36.26C 1.89 5.03 -0.50 -5.27 -2.01 2.44 1.54


35
16 36.26C -1.89 -4.58 -0.50 -4.26 -4.28 @ 2.295 @ 2.385

16 102.29C 2.51 4.76 10.74 -4.36 -20.20 2.75 2.95


36
22 102.29C -2.51 -4.85 10.74 -4.55 28.14 @ 2.250 @ 3.240

22 102.18C -2.26 4.87 -10.19 -4.61 27.39 2.75 3.08


37
28 102.18C 2.26 -4.74 -10.19 -4.31 -18.47 @ 2.250 @ 1.305

28 39.62C -2.40 4.60 -0.15 -4.31 -2.88 2.44 1.56


38
34 39.62C 2.40 -5.01 -0.15 -5.23 -3.53 @ 2.205 @ 2.295

34 11.47C -2.13 5.81 -0.70 -5.53 1.22 4.05 0.55


39
40 11.47C 2.13 -3.80 -0.70 -1.02 -1.92 @ 2.475 @ 2.475

5 9.60C -0.76 7.92 1.35 -3.20 -3.26 7.58 0.99


40
11 9.60C 0.76 -11.27 1.35 -10.73 2.81 @ 2.020 @ 2.066

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 025
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Maximum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
11 24.42C 0.56 9.88 1.14 -10.10 -4.78 4.94 0.01 1.13
41
17 24.42C -0.56 -9.30 1.14 -8.80 0.34 @ 2.296 @ 0.000 @ 1.883

17 0.80C 5.55 9.81 12.02 -8.99 -24.13 5.88 2.72


42
23 0.80C -5.55 -13.66 12.02 -11.06 29.97 @ 2.296 @ 3.306

23 4.97T -5.50 13.62 -11.81 -11.04 29.35 5.81 2.64


43
29 4.97T 5.50 -9.85 -11.81 -9.15 -23.79 @ 2.204 @ 1.148

29 18.13C -2.00 9.58 -1.58 -9.02 2.34 5.32 0.70


44
35 18.13C 2.00 -13.90 -1.58 -12.13 -4.75 @ 2.250 @ 2.939

35 30.33C 3.01 15.28 -0.85 -12.70 0.59 7.99 1.06


45
41 30.33C -3.01 -8.19 -0.85 -3.36 -3.25 @ 2.434 @ 2.434

6 0.50C 0.71 3.78 0.01 -1.52 -1.07 4.08 0.55


46
12 0.50C -0.71 -5.80 0.01 -5.50 -1.01 @ 1.974 @ 2.020

12 11.46T 1.94 4.95 3.85 -5.20 -7.00 2.34 1.15


47
18 11.46T -1.94 -4.63 3.85 -4.48 10.31 @ 2.296 @ 3.168

18 36.61T 8.58 5.05 -2.91 -4.60 6.45 3.18 0.45


48
24 36.61T -8.58 -8.81 -2.91 -6.45 -6.66 @ 2.296 @ 3.490

24 36.09T -7.51 8.75 2.83 -6.39 -6.66 3.09 0.50


49
30 36.09T 7.51 -5.12 2.83 -4.83 6.09 @ 2.158 @ 1.056

30 1.57T 5.54 4.94 -3.93 -4.74 12.30 2.76 1.92


50
36 1.57T -5.54 -8.93 -3.93 -7.12 -5.40 @ 2.296 @ 1.561

36 1.05T -8.07 9.80 0.93 -7.43 -5.40 4.46 1.64


51
42 1.05T 8.07 -4.07 0.93 -1.15 -1.21 @ 2.434 @ 2.020

35 18.54T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


52
40 18.54T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

34 0.02T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


53
41 0.02T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

30 32.70T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


54
41 32.70T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


55
42 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

28 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


56
35 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 45.73T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


57
34 45.73T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

22 0.05T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


58
29 0.05T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 026
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Maximum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
23 99.96T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
59
28 99.96T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

18 3.54T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


60
29 3.54T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


61
30 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

16 106.71T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


62
23 106.71T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

17 0.23T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


63
22 0.23T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

10 40.50T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


64
17 40.50T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


65
16 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

4 20.28T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


66
11 20.28T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


67
10 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 13.58T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


68
12 13.58T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

6 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


69
11 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 35.27T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


70
18 35.27T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

12 0.02T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


71
17 0.02T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Member Forces Ultimate (Minimum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
1 2.88T 0.00 -1.48 -0.28 0.00 0.00 0.20
1
4 2.88T 0.00 -1.48 -0.28 -4.13 -0.78 @ 1.624

3 1.92C 0.00 -0.15 -0.16 0.00 0.00 0.09


2
6 1.92C 0.00 -0.15 -0.16 -0.42 -0.45 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 027
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Minimum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
2 3.46C 0.00 0.41 0.05 0.00 0.00 0.20
3
5 3.46C 0.00 0.41 0.05 1.14 0.13 @ 1.624

4 0.52C -0.03 -3.66 0.00 -2.51 0.01 0.96


4
5 0.52C 0.03 -3.29 0.00 -4.00 -0.01 @ 2.916

5 0.15C 0.15 6.31 0.00 -9.78 0.00 0.08


5
6 0.15C -0.15 -0.72 0.00 -0.37 -0.01 @ 0.978

7 1.34C 0.00 -2.68 -0.03 0.00 0.00 0.35


6
10 1.34C 0.00 -2.68 -0.03 -7.51 -0.08 @ 1.624

9 4.89C 0.00 -0.19 0.14 0.00 0.00 0.08


7
12 4.89C 0.00 -0.19 0.14 -0.52 0.38 @ 1.624

8 11.94C 0.00 0.59 -0.06 0.00 0.00 0.24


8
11 11.94C 0.00 0.59 -0.06 1.64 -0.16 @ 1.624

10 0.85C 0.02 -2.27 0.00 -8.80 0.01 1.73


9
11 0.85C -0.02 -6.33 0.00 -7.67 -0.01 @ 2.981

11 0.21C 0.07 -8.21 0.00 14.67 0.00 0.12


10
12 0.21C -0.07 -1.48 0.00 -0.60 -0.01 @ 0.850

13 1.72T 0.00 -2.94 0.05 0.00 0.00 0.38


11
16 1.72T 0.00 -2.94 0.05 -8.25 0.13 @ 1.624

15 4.42C 0.00 -0.16 -0.01 0.00 0.00 0.06


12
18 4.42C 0.00 -0.16 -0.01 -0.44 -0.04 @ 1.624

14 8.34C 0.00 0.65 0.06 0.00 0.00 0.26


13
17 8.34C 0.00 0.65 0.06 1.82 0.16 @ 1.624

16 0.92C 0.01 -4.68 0.01 -8.02 -0.03 1.82


14
17 0.92C -0.01 -6.34 0.01 -7.51 0.01 @ 2.981

17 0.20C 0.00 12.90 0.04 -20.00 -0.07 0.15


15
18 0.20C 0.00 -1.35 0.04 -0.51 0.11 @ 0.935

19 9.30T 0.00 -3.41 0.02 0.00 0.00 0.44


16
22 9.30T 0.00 -3.41 0.02 -9.55 0.06 @ 1.624

21 5.58C 0.00 -0.06 0.02 0.00 0.00 0.02


17
24 5.58C 0.00 -0.06 0.02 -0.16 0.05 @ 1.624

20 14.46C 0.00 1.19 0.00 0.00 0.00 0.49


18
23 14.46C 0.00 1.19 0.00 3.35 -0.01 @ 1.624

22 1.17C 0.00 -12.53 0.00 -10.56 -0.01 2.22


19
23 1.17C 0.00 -5.79 0.00 -4.78 0.02 @ 3.110

25 1.98T 0.00 -3.08 0.00 0.00 0.00 0.40


20
28 1.98T 0.00 -3.08 0.00 -8.63 0.00 @ 1.624

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 028
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Minimum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
27 4.45C 0.00 -0.12 0.04 0.00 0.00 0.05
21
30 4.45C 0.00 -0.12 0.04 -0.33 0.10 @ 1.624

26 6.41C 0.00 0.68 -0.01 0.00 0.00 0.28


22
29 6.41C 0.00 0.68 -0.01 1.92 -0.03 @ 1.624

28 0.96C 0.00 -4.98 0.00 -8.01 0.00 1.86


23
29 0.96C 0.00 -6.31 0.00 -7.30 0.00 @ 2.981

29 0.19C -0.02 13.18 0.00 -21.08 -0.01 0.17


24
30 0.19C 0.02 -1.26 0.00 -0.47 0.00 @ 1.020

31 0.58T 0.00 -3.26 -0.11 0.00 0.00 0.42


25
34 0.58T 0.00 -3.26 -0.11 -9.12 -0.32 @ 1.624

33 5.95C 0.00 -0.04 -0.04 0.00 0.00 0.02


26
36 5.95C 0.00 -0.04 -0.04 -0.12 -0.10 @ 1.624

32 15.02C 0.00 1.14 -0.12 0.00 0.00 0.46


27
35 15.02C 0.00 1.14 -0.12 3.20 -0.35 @ 1.624

34 1.12C -0.02 -4.00 0.00 -11.42 -0.01 2.16


28
35 1.12C 0.02 -5.75 0.00 -4.79 0.01 @ 3.110

37 2.64T 0.00 -1.68 -0.16 0.00 0.00 0.23


29
40 2.64T 0.00 -1.68 -0.16 -4.71 -0.44 @ 1.624

39 1.90C 0.00 -0.09 -0.25 0.00 0.00 0.08


30
42 1.90C 0.00 -0.09 -0.25 -0.25 -0.71 @ 1.624

38 1.59C 0.00 0.43 -0.29 0.00 0.00 0.21


31
41 1.59C 0.00 0.43 -0.29 1.19 -0.80 @ 1.624

40 0.53C 0.12 -3.97 0.00 -2.58 0.01 1.01


32
41 0.53C -0.12 -3.24 0.00 -3.74 -0.01 @ 2.981

41 0.11C 0.00 6.66 -0.03 -11.05 0.04 0.10


33
42 0.11C 0.00 -0.61 -0.03 -0.30 -0.08 @ 1.105

4 0.20C 0.52 0.77 0.00 0.81 -0.01 1.28 0.17


34
10 0.20C -0.52 -1.83 0.00 -1.74 0.01 @ 2.025 @ 2.025

10 0.18C 0.11 1.34 0.01 -1.11 0.00 0.77 0.07


35
16 0.18C -0.11 -1.46 0.01 -1.35 0.03 @ 2.115 @ 2.340

16 0.19C 0.18 1.24 -0.03 -0.74 0.06 0.87 0.09


36
22 0.19C -0.18 -1.54 -0.03 -1.45 -0.07 @ 2.250 @ 2.250

22 0.16C -0.14 1.41 0.03 -1.14 -0.06 0.87 0.09


37
28 0.16C 0.14 -1.51 0.03 -1.37 0.06 @ 2.250 @ 2.250

28 0.16C 0.17 1.35 -0.01 -1.10 0.07 0.78 0.07


38
34 0.16C -0.17 -1.59 -0.01 -1.66 -0.02 @ 2.205 @ 2.160

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 029
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Minimum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
34 0.15C -0.68 1.72 0.01 -1.53 -0.04 1.22 0.17
39
40 0.15C 0.68 -1.21 0.01 -0.32 0.01 @ 2.385 @ 2.475

5 0.30C -0.04 2.34 0.01 -0.57 -0.01 2.41 0.32


40
11 0.30C 0.04 -3.58 0.01 -3.41 0.01 @ 2.020 @ 2.066

11 0.21C -0.29 3.00 0.00 -2.93 0.00 1.54 0.14


41
17 0.21C 0.29 -2.96 0.00 -2.79 0.00 @ 2.250 @ 2.296

17 0.64T -2.37 3.08 -0.04 -2.77 0.09 1.87 0.20


42
23 0.64T 2.37 -4.34 -0.04 -3.51 -0.08 @ 2.250 @ 2.250

23 0.80C 2.15 4.11 0.03 -2.99 -0.06 1.85 0.19


43
29 0.80C -2.15 -3.13 0.03 -2.91 0.06 @ 2.204 @ 2.250

29 0.25C 1.43 3.01 -0.01 -2.82 0.03 1.67 0.16


44
35 0.25C -1.43 -4.41 -0.01 -3.85 -0.03 @ 2.250 @ 2.204

35 0.31C -1.98 4.69 0.02 -3.64 -0.05 2.54 0.34


45
41 0.31C 1.98 -2.60 0.02 -1.07 0.04 @ 2.434 @ 2.434

6 0.16C -0.15 1.20 0.00 -0.30 -0.01 1.10 0.18


46
12 0.16C 0.15 -1.37 0.00 -0.85 0.01 @ 2.342 @ 2.020

12 0.27C 0.03 1.57 0.01 -1.65 0.00 0.74 0.06


47
18 0.27C -0.03 -1.13 0.01 -0.62 0.02 @ 2.296 @ 2.296

18 0.45C 0.09 1.61 -0.03 -1.46 0.06 1.01 0.11


48
24 0.45C -0.09 -2.52 -0.03 -1.45 -0.07 @ 2.296 @ 2.296

24 0.43C -0.06 2.78 0.03 -2.03 -0.07 0.98 0.10


49
30 0.43C 0.06 -1.25 0.03 -0.70 0.06 @ 2.158 @ 2.204

30 0.49C 0.07 1.57 -0.03 -1.51 0.06 0.88 0.08


50
36 0.49C -0.07 -2.64 -0.03 -1.82 -0.05 @ 2.296 @ 2.250

36 0.60C -0.05 3.11 0.02 -2.36 -0.05 1.42 0.20


51
42 0.60C 0.05 -0.85 0.02 0.71 0.08 @ 2.434 @ 2.434

35 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


52
40 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

34 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


53
41 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

30 0.03T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


54
41 0.03T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

29 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


55
42 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

28 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


56
35 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 030
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member Forces Ultimate (Minimum Values)


Mem Node Axial Torque Shear Force Bending Moment Maximum Moment Maximum
ber End1 Force Moment (kN) (kN.m) (kN.m @ m) Deflection
No. End2 (kN) (kN.m) x-x y-y x-x y-y x-x y-y (mm @ m)
29 0.08T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
57
34 0.08T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

22 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


58
29 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

23 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00


59
28 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

18 0.03T 0.00 0.00 0.00 0.00 0.00 0.00 0.00


60
29 0.03T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00


61
30 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000

16 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


62
23 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

17 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


63
22 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

10 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


64
17 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


65
16 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

4 0.05T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


66
11 0.05T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


67
10 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

5 0.04T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


68
12 0.04T 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

6 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


69
11 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

11 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


70
18 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

12 0.00C 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


71
17 0.00C 0.00 0.00 0.00 0.00 0.00 @ 0.000 @ 0.000 @ 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 031
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Support Reactions Serviceability (004 : Dead Plus Live (Serviceability))


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 0.988 7.365 0.351 0.000 0.000 0.000
2 -0.855 16.445 0.571 0.000 0.000 0.000
3 -0.314 4.037 0.340 0.000 0.000 0.000
7 1.795 17.324 -0.060 0.000 0.000 0.000
8 -1.234 35.838 -0.119 0.000 0.000 0.000
9 -0.391 10.308 -0.091 0.000 0.000 0.000
13 1.970 16.320 0.030 0.000 0.000 0.000
14 -1.368 34.785 0.038 0.000 0.000 0.000
15 -0.333 9.316 0.029 0.000 0.000 0.000
19 2.282 17.747 0.013 0.000 0.000 0.000
20 -2.516 30.447 0.000 0.000 0.000 0.000
21 -0.119 11.748 -0.013 0.000 0.000 0.000
25 2.062 16.389 0.000 0.000 0.000 0.000
26 -1.441 35.112 -0.024 0.000 0.000 0.000
27 -0.252 9.374 -0.025 0.000 0.000 0.000
31 2.180 18.567 0.089 0.000 0.000 0.000
32 -2.405 31.625 0.121 0.000 0.000 0.000
33 -0.089 12.530 0.074 0.000 0.000 0.000
37 1.125 7.432 -0.330 0.000 0.000 0.000
38 -0.897 16.767 -0.602 0.000 0.000 0.000
39 -0.187 3.998 -0.388 0.000 0.000 0.000
Total 0.000 363.474 0.006 0.000 0.000 0.000

Support Reactions Serviceability (005 : Dead Plus Earthquake On Side (Serviceability))


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 -5.856 -1.219 -0.170 0.000 0.000 0.000
2 -9.371 5.201 0.122 0.000 0.000 0.000
3 -7.358 10.590 0.600 0.000 0.000 0.000
7 -6.727 3.632 -0.441 0.000 0.000 0.000
8 -11.308 14.849 -0.256 0.000 0.000 0.000
9 -8.793 15.072 0.438 0.000 0.000 0.000
13 -9.215 1.036 -0.346 0.000 0.000 0.000
14 -14.539 11.813 -0.136 0.000 0.000 0.000
15 -11.140 19.051 0.469 0.000 0.000 0.000
19 -16.929 -4.821 -0.255 0.000 0.000 0.000
20 -20.448 30.208 -0.165 0.000 0.000 0.000
21 -4.615 6.281 0.415 0.000 0.000 0.000
25 -9.753 0.835 -0.160 0.000 0.000 0.000
26 -15.232 10.311 -0.188 0.000 0.000 0.000
27 -11.217 20.992 0.377 0.000 0.000 0.000
31 -7.251 2.282 -0.079 0.000 0.000 0.000
32 -10.682 24.084 -0.082 0.000 0.000 0.000
33 -3.903 6.809 0.426 0.000 0.000 0.000
37 -6.358 -1.014 -0.271 0.000 0.000 0.000
38 -10.069 3.745 -0.446 0.000 0.000 0.000
39 -7.335 12.016 0.147 0.000 0.000 0.000
Total -208.100 191.752 0.000 0.000 0.000 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 032
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Support Reactions Serviceability (006 : Dead Plus Earthquake On Gable (Serviceability))


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 0.521 3.885 0.185 0.000 0.000 0.000
2 -0.451 8.676 0.301 0.000 0.000 0.000
3 -0.166 2.130 0.179 0.000 0.000 0.000
7 0.947 9.139 -0.032 0.000 0.000 0.000
8 -0.651 18.906 -0.063 0.000 0.000 0.000
9 -0.206 5.438 -0.048 0.000 0.000 0.000
13 1.040 8.609 0.016 0.000 0.000 0.000
14 -0.722 18.351 0.020 0.000 0.000 0.000
15 -0.176 4.914 0.015 0.000 0.000 0.000
19 1.204 9.363 0.000 0.000 0.000 0.000
20 -1.328 16.063 0.000 0.000 0.000 0.000
21 -0.063 6.198 0.000 0.000 0.000 0.000
25 1.088 8.646 0.000 0.000 0.000 0.000
26 -0.760 18.524 -0.013 0.000 0.000 0.000
27 -0.133 4.945 -0.013 0.000 0.000 0.000
31 1.150 9.795 0.047 0.000 0.000 0.000
32 -1.269 16.684 0.064 0.000 0.000 0.000
33 -0.047 6.610 0.039 0.000 0.000 0.000
37 0.594 3.921 -0.174 0.000 0.000 0.000
38 -0.473 8.846 -0.318 0.000 0.000 0.000
39 -0.098 2.109 -0.205 0.000 0.000 0.000
Total 0.000 191.752 0.003 0.000 0.000 0.000

Support Reactions Serviceability (007 : Live Only (Serviceability))


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 0.467 3.480 0.166 0.000 0.000 0.000
2 -0.404 7.769 0.270 0.000 0.000 0.000
3 -0.148 1.908 0.161 0.000 0.000 0.000
7 0.848 8.184 -0.028 0.000 0.000 0.000
8 -0.583 16.932 -0.056 0.000 0.000 0.000
9 -0.185 4.870 -0.043 0.000 0.000 0.000
13 0.931 7.710 0.014 0.000 0.000 0.000
14 -0.646 16.434 0.018 0.000 0.000 0.000
15 -0.157 4.401 0.014 0.000 0.000 0.000
19 1.078 8.384 0.000 0.000 0.000 0.000
20 -1.189 14.384 0.000 0.000 0.000 0.000
21 -0.056 5.551 0.000 0.000 0.000 0.000
25 0.974 7.743 0.000 0.000 0.000 0.000
26 -0.681 16.588 -0.011 0.000 0.000 0.000
27 -0.119 4.429 -0.012 0.000 0.000 0.000
31 1.030 8.772 0.042 0.000 0.000 0.000
32 -1.136 14.941 0.057 0.000 0.000 0.000
33 -0.042 5.920 0.035 0.000 0.000 0.000
37 0.532 3.511 -0.156 0.000 0.000 0.000
38 -0.424 7.922 -0.284 0.000 0.000 0.000
39 -0.088 1.889 -0.183 0.000 0.000 0.000
Total 0.000 171.722 0.002 0.000 0.000 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 033
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Support Reactions Serviceability (Maximum Values)


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 -5.856 7.365 0.351 0.000 0.000 0.000
2 -9.371 16.445 0.571 0.000 0.000 0.000
3 -7.358 10.590 0.600 0.000 0.000 0.000
7 -6.727 17.324 -0.441 0.000 0.000 0.000
8 -11.308 35.838 -0.256 0.000 0.000 0.000
9 -8.793 15.072 0.438 0.000 0.000 0.000
13 -9.215 16.320 -0.346 0.000 0.000 0.000
14 -14.539 34.785 -0.136 0.000 0.000 0.000
15 -11.140 19.051 0.469 0.000 0.000 0.000
19 -16.929 17.747 -0.255 0.000 0.000 0.000
20 -20.448 30.447 -0.165 0.000 0.000 0.000
21 -4.615 11.748 0.415 0.000 0.000 0.000
25 -9.753 16.389 -0.160 0.000 0.000 0.000
26 -15.232 35.112 -0.188 0.000 0.000 0.000
27 -11.217 20.992 0.377 0.000 0.000 0.000
31 -7.251 18.567 0.089 0.000 0.000 0.000
32 -10.682 31.625 0.121 0.000 0.000 0.000
33 -3.903 12.530 0.426 0.000 0.000 0.000
37 -6.358 7.432 -0.330 0.000 0.000 0.000
38 -10.069 16.767 -0.602 0.000 0.000 0.000
39 -7.335 12.016 -0.388 0.000 0.000 0.000
Total -208.100 363.474 0.006 0.000 0.000 0.000

Support Reactions Serviceability (Minimum Values)


Directional Reactions (kN) Moment Reactions (kN.m)
Node
Rx(kN) Ry(kN) Rz(kN) Mx(kN.m) My(kN.m) Mz(kN.m)
1 0.988 -1.219 -0.170 0.000 0.000 0.000
2 -0.404 5.201 0.122 0.000 0.000 0.000
3 -0.148 1.908 0.161 0.000 0.000 0.000
7 1.795 3.632 -0.028 0.000 0.000 0.000
8 -0.583 14.849 -0.056 0.000 0.000 0.000
9 -0.185 4.870 -0.091 0.000 0.000 0.000
13 1.970 1.036 0.030 0.000 0.000 0.000
14 -0.646 11.813 0.038 0.000 0.000 0.000
15 -0.157 4.401 0.014 0.000 0.000 0.000
19 2.282 -4.821 0.013 0.000 0.000 0.000
20 -1.189 14.384 0.000 0.000 0.000 0.000
21 -0.056 5.551 -0.013 0.000 0.000 0.000
25 2.062 0.835 0.000 0.000 0.000 0.000
26 -0.681 10.311 -0.011 0.000 0.000 0.000
27 -0.119 4.429 -0.025 0.000 0.000 0.000
31 2.180 2.282 -0.079 0.000 0.000 0.000
32 -1.136 14.941 -0.082 0.000 0.000 0.000
33 -0.042 5.920 0.035 0.000 0.000 0.000
37 1.125 -1.014 -0.156 0.000 0.000 0.000
38 -0.424 3.745 -0.284 0.000 0.000 0.000
39 -0.088 1.889 0.147 0.000 0.000 0.000
Total 0.000 171.722 0.000 0.000 0.000 0.000

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 034
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member 02 : (Level 1)
X 200

Grade C30

Corners : 4-T16
200 Links : A12 x 100 c/c

X 30

Basic Data
Design to BS 8110: 1997
Grades Fy, Fyv, Fcu 460 N/mm², 460 N/mm², 30 N/mm²

Restraint Conditions and Effective Lengths


 x : for 200 mm deep column Top: Shallow, Bottom: Nominal 1.80
 y : for 200 mm wide column Top: Shallow, Bottom: Nominal 1.80
Lc=2800 Lox=2800-(300+0)/2 2650
Loy=2800-(300+0)/2 2650
Lex=4770.0 mm, Lex/h=23.9, exx=10.0 mm
Ley=4770.0 mm, Ley/b=23.9, eyy=10.0 mm

Bi-Axial , Slender, UnBraced, Column Design


Critical Case : 2 : Dead Plus Earthquake On Side
Part 1 of 2 with Mxx Nominal considered
Axial Capacity
Applied Axial N 16.4 kN
Nuz=.45•(B•H-acs)•fcu + .95•asc•fy .45x(200x200-804)x30 + 0.95x804.2x460 880.6 kN OK
Ncap=.9•.45•(B•H-acs)•fcu + .95•asc•fy .9x.45x(200x200-804)x30 + 0.95x804.2x460 827.7 kN OK

X-X Moments
Applied Moments (Mx1, Mx2) 0.0 kN.m, 14.2 kN.m
K = Kmin > (Nuz - N)/(Nuz - Nbal) < 1 1.00 > (881 - 16)/(881 - 179) < 1 1.00
au =  a • K • h 0.284, 1.000, 200 56.9 mm
Madd= N • au 16 x 56.9 0.9 kN.m
Mi=fn(Mx1, Mx2) 0.0 kN.m, 14.2 kN.m 8.5 kN.m
M2+Madd, M nom 15.1 kN.m, 0.2 kN.m
M nom=fn(N, exx) 16.4 kN, 10.0 mm 0.9 kN.m
Design Moment 15.1 kN.m

Y-Y Moments
Applied Moments (My1, My2) 0.0 kN.m, 3.3 kN.m
K = Kmin > (Nuz - N)/(Nuz - Nbal) < 1 1.00 > (881 - 16)/(881 - 179) < 1 1.00
au =  a • K • h 0.284, 1.000, 200 56.9 mm
Madd= N • au 16 x 56.9 0.9 kN.m
Mi=fn(My1, My2) 0.0 kN.m, 3.3 kN.m 2.0 kN.m
M nom=fn(M2+Madd) 4.3 0.0 kN.m
M nom=fn(N, eyy) 16.4, 10.0 0.9 kN.m
Design Moment 4.3 kN.m

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 035
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Resultant Design Moment


M=sqr(Mx2 + My2) sqr(15.12 + 4.32 ) 15.7 kN.m
 = atn(My / Mx) atn(4.3/ 15.1) 15.8 deg

Moment Capacity
Design Data X/h, h, b, X, Ac, Ybar 0.361, 247 mm, 200 mm, 89.17 mm, 11011 mm², 51.4 mm
Bar group1:M1 fn(bars,d,%,,la,F) 1 x 16, 185.2, -0.377, -437, -61.7, -87.9 5.4 kNm
Bar group2:M2 fn(bars,d,%,,la,F) 1 x 16, 158.0, -0.270, -437, -34.5, -87.9 3.0 kNm
Bar group3:M3 fn(bars,d,%,,la,F) 1 x 16, 89.0, 0.001, 1, 34.5, 0.2 0.0 kNm
Bar group4:M4 fn(bars,d,%,,la,F) 1 x 16, 61.7, 0.108, 215, 61.7, 43.3 2.7 kNm
Concrete Fc=(Ac•.45•fcu) 11011 x 0.45 x 30 148.6 kN
F Equlibrum  (Ft) + FC - Fapp= 0 -88 - 88 + 0 + 43 + 149 - 16.4 0.0 kN OK
Concrete Mc=Fc•(H/2-Ybar) 148.6 x (247 / 2 - 51.4) 10.7 kNm
Mu =Mc + (M1+...+M4) 10.7 + (5.4+3.0+0.0+2.7) 21.8kNm
Max Moment/Mu 15.7 / 21.8 0.718 OK

X-X Shear Checks


App. Shear Vx, v, v max 5.06 kN, 0.17 N/mm², 4.38 N/mm² 0.038 OK
M/N, 0.6h 919.1 mm, 120 mm links reqd.

Link check
100 As/bd, vc, vc' 2.68%, 1.19 N/mm², 1.2 N/mm²
As/Svreq, Sv, Links 0 mm, 100 mm, 2 no 12 mm legs
Asvreq, Asvpvd 0 mm², 226 mm² 0 Nominal OK

Y-Y Shear Checks


App. Shear Vy, v, v max 1.2 kN, 0.04 N/mm², 4.38 N/mm² 0.009 OK
M/N, 0.6b 260.7 mm, 120 mm links reqd.

Link check
100 As/bd, vc, vc' 2.68%, 1.19 N/mm², 1.2 N/mm²
As/Svreq, Sv, Links 0 mm, 100 mm, 2 no 12 mm legs
Asvreq, Asvpvd 0 mm², 226 mm² 0.000 OK

Bi-Axial , Slender, UnBraced, Column Design


Critical Case : 2 : Dead Plus Earthquake On Side
Part 2 of 2: with Myy Nominal considered
Axial Capacity
Applied Axial N 16.4 kN
Nuz=.45•(B•H-acs)•fcu + .95•asc•fy .45x(200x200-804)x30 + 0.95x804.2x460 880.6 kN OK
Ncap=.9•.45•(B•H-acs)•fcu + .95•asc•fy .9x.45x(200x200-804)x30 + 0.95x804.2x460 827.7 kN OK

X-X Moments
Applied Moments (Mx1, Mx2) 0.0 kN.m, 14.2 kN.m
K = Kmin > (Nuz - N)/(Nuz - Nbal) < 1 1.00 > (881 - 16)/(881 - 179) < 1 1.00
au =  a • K • h 0.284, 1.000, 200 56.9 mm
Madd= N • au 16 x 56.9 0.9 kN.m
Mi=fn(Mx1, Mx2) 0.0 kN.m, 14.2 kN.m 8.5 kN.m
M2+Madd, M nom 15.1 kN.m, 0.0 kN.m
M nom=fn(N, exx) 16.4 kN, 10.0 mm 0.9 kN.m

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 036
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Design Moment 15.1 kN.m

Y-Y Moments
Applied Moments (My1, My2) 0.0 kN.m, 3.3 kN.m
K = Kmin > (Nuz - N)/(Nuz - Nbal) < 1 1.00 > (881 - 16)/(881 - 179) < 1 1.00
au =  a • K • h 0.284, 1.000, 200 56.9 mm
Madd= N • au 16 x 56.9 0.9 kN.m
Mi=fn(My1, My2) 0.0 kN.m, 3.3 kN.m 2.0 kN.m
M nom=fn(M2+Madd) 4.3 0.2 kN.m
M nom=fn(N, eyy) 16.4, 10.0 0.9 kN.m
Design Moment 4.3 kN.m

Resultant Design Moment


M=sqr(Mx2 + My2) sqr(15.12 + 4.32 ) 15.7 kN.m
 = atn(My / Mx) atn(4.3/ 15.1) 15.8 deg

Moment Capacity
Design Data X/h, h, b, X, Ac, Ybar 0.361, 247 mm, 200 mm, 89.17 mm, 11011 mm², 51.4 mm
Bar group1:M1 fn(bars,d,%,,la,F) 1 x 16, 185.2, -0.377, -437, -61.7, -87.9 5.4 kNm
Bar group2:M2 fn(bars,d,%,,la,F) 1 x 16, 158.0, -0.270, -437, -34.5, -87.9 3.0 kNm
Bar group3:M3 fn(bars,d,%,,la,F) 1 x 16, 89.0, 0.001, 1, 34.5, 0.2 0.0 kNm
Bar group4:M4 fn(bars,d,%,,la,F) 1 x 16, 61.7, 0.108, 215, 61.7, 43.3 2.7 kNm
Concrete Fc=(Ac•.45•fcu) 11011 x 0.45 x 30 148.6 kN
F Equlibrum  (Ft) + FC - Fapp= 0 -88 - 88 + 0 + 43 + 149 - 16.4 0.0 kN OK
Concrete Mc=Fc•(H/2-Ybar) 148.6 x (247 / 2 - 51.4) 10.7 kNm
Mu =Mc + (M1+...+M4) 10.7 + (5.4+3.0+0.0+2.7) 21.8kNm
Max Moment/Mu 15.7 / 21.8 0.718 OK

X-X Shear Checks


App. Shear Vx, v, v max 5.06 kN, 0.17 N/mm², 4.38 N/mm² 0.038 OK
M/N, 0.6h 919.1 mm, 120 mm links reqd.

Link check
100 As/bd, vc, vc' 2.68%, 1.19 N/mm², 1.2 N/mm²
As/Svreq, Sv, Links 0 mm, 100 mm, 2 no 12 mm legs
Asvreq, Asvpvd 0 mm², 226 mm² 0 Nominal OK

Y-Y Shear Checks


App. Shear Vy, v, v max 1.2 kN, 0.04 N/mm², 4.38 N/mm² 0.009 OK
M/N, 0.6b 260.7 mm, 120 mm links reqd.

Link check
100 As/bd, vc, vc' 2.68%, 1.19 N/mm², 1.2 N/mm²
As/Svreq, Sv, Links 0 mm, 100 mm, 2 no 12 mm legs
Asvreq, Asvpvd 0 mm², 226 mm² 0.000 OK

Column tie check


Maximum floor load in lift BS 8110 Pt 1: CL 3.12.3.7 & 2.4.3.2
No Tie Force case found (1.05D+0.35/1.05L). Using ULS reduced by 1.33=1.40/1.05 conservative
Capacity = 0.95 • fy• Asc 0.95 • 460 • 804 351.5 kN OK

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 037
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Pad 3 @ Node 3
200
P4 P1
6-T10@200-BB

- -Z +Mz
6-T10@200-B 3-T12-125-links

4-T16-(cor)
+X X- 1000 200
+Mx

500
+Z +
350

P3 500 P2
1000

Basic Properties
Design to BS 8110: 1997
Fy, Fcu, Covers T, B, S 460 N/mm², 30 N/mm², 50 mm, 50 mm, 50 mm
Gross: Area, Area1, Z zz, Z xx 1.0, 0.04, 0.167, 0.167
Conc Den, Surcharge, LFsrv , LFult, SWP
23.4, 0.0, 1.0, 1.0, 1100

Z-Z Axis Section Capacities


As Bottom bars 6-T10@200 471 mm²
X/d = Fn(AS, Fy, K1, Beff, Fcu, m) 471, 460, 0.4, 1000, 30, 0.95 0.06
Mu conc = Fn(Z, Beff, X, K1, Fcu) 280, 1000, 17, 0.4, 30 58 kN.m
vc = Fn(AS, bv, d, Fcu) 471, 1000, 295, 30 0.39 N/mm²

X-X Axis Section Capacities


As Bottom bars 6-T10@200 471 mm²
X/d = Fn(AS, Fy, K1, Beff, Fcu, m) 471, 460, 0.4, 1000, 30, 0.95 0.06
Mu conc = Fn(Z, Beff, X, K1, Fcu) 271, 1000, 17, 0.4, 30 56 kN.m
vc = Fn(AS, bv, d, Fcu) 471, 1000, 285, 30 0.4 N/mm²

Critical Serviceability : 5 : Dead Plus Earthquake On Side


Fpad = Den•d•Area•LF 23.4 x 0.35 x 1.0 x 1.00 8.2 kN
Fcol = F 15.9 + 15.9 kN
Fres = F + Fpad 15.9 + 8.2 24.0 kN
Mzz = Mzz + Vx•D + Fcol•ezz 0.0 + (-4.1 x 0.35) + (15.9 x 0.0) -1.4 kN.m
Mxx res = Mxx + Vz•D + Fcol•exx 0.0 + (1.1 x 0.35) + (15.9 x 0.0) 0.4 kN.m
Effective L (Le) = Fn(Mzz,Fres,L) -1.4, 24.0, 1000 1000 mm
Effective B (Be) = Fn(Mzz,Fres,B) 0.4, 24.0, 1000 1000 mm

Pressure
Pmax = Fn(Pa, Pzz, Pxx, p1-4) 24.0, ±8.6, ±2.3, 17.7, 13.2, 30.3, 34.9 34.9 kN/m² OK
Check for up-lift Le 1000 >=1000 Be 1000 >=1000 OK

FOS Overturning
Mzz Rest = (F)•e+(pad)•L/2 (16) x 0.500 + ( 8) x 0.500 12 kN.m
FOS OT zz = Mzz Rest / Mzz ot 12 / 1 8.42 > 1.5 OK
Mxx Rest = (F)•e+(pad)•L/2 (16) x 0.500 + ( 8) x 0.500 12 kN.m
FOS OT xx = Mxx Rest / Mxx ot 12 / 0 31.80 > 1.5 OK

FOS Sliding

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© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 038
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Resultant Shear = Sqr(Fvxx²+Fvzz²) Sqr(-4.08² + 1²) 4.22 kN


FOS Sliding = 0.30 • F / Fv (0.30 x 24) / 4 1.71 > 1.5 OK

Combined Axial & Horizontal loads


F/Pv+ Fv/Ph<1 (BS 8004: 2.3.2.4.7 ) 24.0 / 1100.0 + 4.2 / 7.2 = 0.02 + 0.59 0.61 OK

Critical Ultimate : 2 : Dead Plus Earthquake On Side


Fpad = Den•d•Area•LF 23.4 x 0.35 x 1.0 x 1.00 8.2 kN
Fcol = F 16.4 + 16.4 kN
Fres = F + Fpad 16.4 + 8.2 24.6 kN
Mzz = Mzz + Vx•D + Fcol•ezz 0.0 + (-5.1 x 0.35) + (16.4 x 0.0) -1.8 kN.m
Mxx res = Mxx + Vz•D + Fcol•exx 0.0 + (1.2 x 0.35) + (16.4 x 0.0) 0.4 kN.m
Effective L (Le) = Fn(Mzz,Fres,L) -1.8, 24.6, 1000 1000 mm
Effective B (Be) = Fn(Mzz,Fres,B) 0.4, 24.6, 1000 1000 mm

Pressure
Pmax = Fn(Pa, Pzz, Pxx, p1-4) 24.6, ±10.6, ±2.5, 16.5, 11.5, 32.7, 37.8 37.8 kN/m² (ULS)
Check for up-lift Le 1000 >=1000 Be 1000 >=1000 (ULS)

FOS Overturning
Mzz Rest = (F)•e+(pad)•L/2 (16) x 0.500 + ( 8) x 0.500 12 kN.m
FOS OT zz = Mzz Rest / Mzz ot 12 / 2 6.95 > 1.0 OK
Mxx Rest = (F)•e+(pad)•L/2 (16) x 0.500 + ( 8) x 0.500 12 kN.m
FOS OT xx = Mxx Rest / Mxx ot 12 / 0 29.31 > 1.0 OK

FOS Sliding
Resultant Shear = Sqr(Fvxx²+Fvzz²) Sqr(-5.06² + 1²) 5.20 kN
FOS Sliding = 0.30 • F / Fv (0.30 x 25) / 5 1.42 > 1.0 OK

Moments and Shears


Static load reduction w=(Sur + Den•D)•LF
(0.0 + 23.4 x 0.35) x 1.00 8.2kN/m²

Moments at Column Face


X-X Moment Lower M - w•la²•B/2 1.8 - 8.2 • 1000 • 400² / 2 1.2 kN.m OK
X-X Moment Upper M - w•La²•B/2 2.1 - 8.2 • 1000 • 400² / 2 1.5 kN.m OK
Z-Z Moment Left M - w•La²•B/2 2.6 - 8.2 • 1000 • 400² / 2 1.9 kN.m OK
Z-Z Moment Right M - w•la²•B/2 1.3 - 8.2 • 1000 • 400² / 2 0.7 kN.m OK

Shear at d and 2d from Column Face


Checking <= 2vc at d & <= vc at 2d from column face
X-X lower Vd, V2d, lad, la2d, d, b, w 2.6, 0, 115, -170, 285, 1000, 8.2 0.01, 0.00 N/mm² OK
X-X upper Vd, V2d, lad, la2d, d, b, w 3.1, 0, 115, -170, 285, 1000, 8.2 0.01, 0.00 N/mm² OK
Z-Z left Vd, V2d, lad, la2d, d, b, w 3.6, 0, 105, -190, 295, 1000, 8.2 0.01, 0.01 N/mm² OK
Z-Z right Vd, V2d, lad, la2d, d, b, w 1.6, 0, 105, -190, 295, 1000, 8.2 0.00, 0.01 N/mm² OK

Punching Shear
Sub Zone Loads F0=24.6 + F1=0 + F2=0 + F3=0 + F4=0
+ F12=0 + F23=0 + F34=0 + F41=0 24.6 kN
Sub Zone Error = Fres/(F0-F41) (1 - 24.62 / 24.62)•100 0.000% OK
Zone Locations P4------------------- P1
| F4 | F41 | F1 |
|------------------|
| F34| F0 | F12 | F0 is bound by Punching Perimiter
|------------------| @ 1.5 d from column face.
| F3 | F23 | F2 |
P3------------------- P2
Projections from Column face 2 opposite Projections are less than 1.5 d => Not Applicable

Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.


© MasterKey Concrete : BS 8110: 1997 - Consultancy Services for the Design of the Water Distribution Network ..\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 039
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member 14
25 525 5100 700

2-T12-01* 2-T16-03* 2-T16-05*


16 17

03 01 05

50 50
51x2 A10 legs@125

04 02 06 04

2-T16-02* 2-T16-04* 2-T12-06*


50 900 4925 400 75
200
3 3
25

300

25
4 4
25 25

74.0
45.9

40.1

23.8
11.6

16

23.2 23.8
24.3
40.1 40.1

Bending Moment Envelope

176.6 185.8
27.3

1.2
16

20.5
176.6 185.8
Shear Force Envelope
* Bar mark numbers are local and for guidence only. Do Not use with Bar Schedule
Software produced by www.MasterSeries.co.uk © Civil and Structural Computer Services Limited.
© MasterFrame - Consultancy Services for the Design of the Water Distribution Network ..\Ronnie Lule\Documents\KKATT\UNOC\Conceptual design\Office block
11111
_MasterSeries User Company Job Ref : Consultancy Services for the D
Sheet : / 040
1 Circular Road
Made by : Ronnie Lule
Newtownabbey Date : 31 January 2025 / Ver. 2011.04
Co. Antrim, BT37 0RA Checked : Eng. Kato Kagga
Tel: (028) 9036 5950 Fax: (028) 9036 5102 Approved :

Member 14
Basic Data
Design to BS 8110: 1997
fcu, fy, fyv, v crit, K1, K2 30, 460, 460, 4.38, 0.4, 0.45

Minor Axis Moments


My max = 14.5 kN.m Minor axis moments ignored by user

Torsional Design
Main Rectangular Section assumed to resist Torsion
T, Vtmin, Vtu(mod) , Hmin, Hmax, X1, Y1 0.08, 0.37, 1.91, 200, 300, 140, 240( Vtumodified to Cl 2.4.5)
Vt= 2•T/(Hmin² ( Hmax - Hmin/3)) 2 x 0.08 / (200² x (300- 200/3) 0.02 N/mm² OK
Combined (V + Vt) / Vtu(mod) <= 1 (0.531 + 0.018) / 1.912 0.287 OK
Vt < Vtmin No Special torsional reinforcement required

Bending Moments
Left Support Steel Hogging
X/d=Fn(As, fy, K1, Beff, d, fcu, m) 226, 460, 0.4, 200, 259.0, 30, 0.95 0.16
Mu =(K1•fcu•B•X)•min(d-k2•X,0.95•d) (0.4•30•200•40.9)•(259.0-0.5•40.9) 24 kN.m
Mapp/Mu 11.6 / 23.8 0.486 OK
AsRequired to BS8110 Cl 3.4.4.4 Assuming d = 251, d' = 49 top 111

Left Support Steel Sagging


X/d=Fn(As, fy, K1, Beff, d, fcu, m) 402, 460, 0.4, 200, 257.0, 30, 0.95 0.22
Muc=(K1•fcu•B•X)•min(d-k2•X,0.95•d) (0.4•30•200•56.0)•(257.0-0.5•56.0) 31 kN.m
Musteel= m•As'•fy'•(d-d') 0.95•226•187•(257.0 - 41.0) 9 kN.m
Mapp/Mu (conc + Csteel) 23.2 / (31.4 + 8.7) 0.579 OK
AsRequired to BS8110 Cl 3.4.4.4 Assuming d = 251, d' = 49 bottom 228 mm²

In-Span Steel @ 2877 mm. Sagging


X/d=Fn(As, fy, K1, Beff, d, fcu, m) 402, 460, 0.4, 200, 257.0, 30, 0.95 0.2
Muc=(K1•fcu•B•X)•min(d-k2•X,0.95•d) (0.4•30•200•52.6)•(257.0-0.5•52.6) 30 kN.m
Musteel= m•As'•fy'•(d-d') 0.95•402•128•(257.0 - 43.0) 10 kN.m
Mapp/Mu (conc + Csteel) 24.3 / (29.7 + 10.4) 0.606 OK
AsRequired to BS8110 Cl 3.4.4.4 Assuming d = 251, d' = 49 bottom 240 mm²

Right Support Steel Hogging


X/d=Fn(As, fy, K1, Beff, d, fcu, m) 804, 460, 0.4, 200, 257.0, 30, 0.95 0.42
Muc=(K1•fcu•B•X)•min(d-k2•X,0.95•d) (0.4•30•200•106.9)•(257.0-0.5•106.9) 54 kN.m
Musteel= m•As'•fy'•(d-d') 0.95•226•432•(257.0 - 41.0) 20 kN.m
Mapp/Mu (conc + Csteel) 45.9 / (54.0 + 20.0) 0.620 OK
AsRequired to BS8110 Cl 3.4.4.4 Assuming d = 251, d' = 49 top 499

Shear
Max Shear
vcrit= min(5, 0.8•sqr(fcu) min(5, 0.8 • sqr(30) ) 4.382 N/mm²
v = Vmax/ (d • b) 27 • 1000 / (257 • 200) 0.531 N/mm² OK

Nominal Shear Zone at 1 mm


vc=Fn(As, bv, d, fcu) 402, 200, 257, 30 0.69 N/mm² Table 3.8
Vcap=Fn(Asv, Sv, bv, d, fyv, vc) 157, 125, 200, 257, 460, 0.69 176.6 kN Table 3.7
V/Vcap 20.5/ 176.6 0.116 OK

Nominal Shear Zone at 6349 mm


vc=Fn(As, bv, d, fcu) 804, 200, 257, 30 0.87 N/mm² Table 3.8
Vcap=Fn(Asv, Sv, bv, d, fyv, vc) 157, 125, 200, 257, 460, 0.87 185.8 kN Table 3.7
V/Vcap 27.3/ 185.8 0.147 OK

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