Job No Sheet No Rev

2024_RCD_50 1
Part
Software licensed to
Job Title 2- STOREY EXTENSION AND RENOVATION Ref

By PEDERNAL Date25-Mar-24 Chd

Client MR. SIMEON OBTINILLA JR File indang renovation.std Date/Time 27-Mar-2024 01:25

Job Information
Engineer Checked Approved

Name: PEDERNAL
Date: 25-Mar-24

Structure Type SPACE FRAME

Number of Nodes 33 Highest Node 34

Number of Elements 52 Highest Beam 57
Number of Plates 5 Highest Plate 59

Number of Basic Load Cases 2

Number of Combination Load Cases 5

Included in this printout are data for:

All The Whole Structure

Nodes
Node X Y Z
(m) (m) (m)
1 0.000 0.000 0.000
2 7.550 0.000 0.000
3 7.550 0.000 5.740
4 7.550 0.000 10.920
6 1.640 0.000 10.920
7 1.640 0.000 5.740
8 0.000 0.000 5.740
9 -1.960 0.000 5.740
10 -1.291 0.000 10.920
11 0.000 3.000 0.000
12 7.550 3.000 0.000
13 7.550 3.000 5.740
14 7.550 3.000 10.920
15 1.640 3.000 10.920
16 1.640 3.000 5.740
17 0.000 3.000 5.740
18 -1.960 3.000 5.740
19 -1.291 3.000 10.920
20 0.000 5.900 0.000
21 7.550 5.900 0.000
22 7.550 5.900 5.740
23 7.550 5.900 10.920
24 1.640 5.900 10.920
25 1.640 5.900 5.740
26 0.000 5.900 5.740
27 7.550 3.000 8.140
28 5.150 3.000 5.740
29 7.550 3.000 6.740
30 5.150 3.000 6.740
31 6.550 3.000 8.140

Print Time/Date: 27/03/2024 01:25 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 5
 Job No Sheet No Rev
2024_RCD_50 2
Part
Software licensed to
Job Title 2- STOREY EXTENSION AND RENOVATION Ref

By PEDERNAL Date25-Mar-24 Chd

Client MR. SIMEON OBTINILLA JR File indang renovation.std Date/Time 27-Mar-2024 01:25

Nodes Cont...
Node X Y Z
(m) (m) (m)
32 6.550 3.000 6.740
33 5.150 3.000 10.920
34 6.550 3.000 10.920

Beams
Beam Node A Node B Length Property 
(m) (degrees)
1 2 1 7.550 3 0
2 3 2 5.740 3 0
3 4 3 5.180 3 0
4 6 4 5.910 3 0
5 7 6 5.180 3 0
6 8 1 5.740 3 0
7 7 8 1.640 3 0
8 9 8 1.960 3 0
9 10 6 2.931 3 0
10 10 9 5.223 3 0
11 11 1 3.000 2 90
12 12 2 3.000 2 90
13 13 3 3.000 2 90
14 14 4 3.000 2 90
15 15 6 3.000 2 90
17 17 8 3.000 2 90
18 18 9 3.000 2 90
19 19 10 3.000 2 90
20 12 11 7.550 4 0
21 13 12 5.740 4 0
22 29 13 1.000 4 0
23 34 14 1.000 4 0
24 16 15 5.180 4 0
25 17 11 5.740 4 0
26 16 17 1.640 4 0
27 18 17 1.960 4 0
28 19 15 2.931 4 0
29 19 18 5.223 4 0
30 20 11 2.900 2 90
31 21 12 2.900 2 90
32 22 13 2.900 2 90
33 23 14 2.900 2 90
34 24 15 2.900 2 90
36 26 17 2.900 2 90
37 21 20 7.550 2 0
38 22 21 5.740 2 0
39 23 22 5.180 2 0
40 24 23 5.910 2 0
41 25 24 5.180 2 0
42 26 20 5.740 2 0

Print Time/Date: 27/03/2024 01:25 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 5
 Job No Sheet No Rev
2024_RCD_50 3
Part
Software licensed to
Job Title 2- STOREY EXTENSION AND RENOVATION Ref

By PEDERNAL Date25-Mar-24 Chd

Client MR. SIMEON OBTINILLA JR File indang renovation.std Date/Time 27-Mar-2024 01:25

Beams Cont...
Beam Node A Node B Length Property 
(m) (degrees)
43 25 26 1.640 2 0
44 28 16 3.510 4 0
45 14 27 2.780 4 0
46 13 28 2.400 4 0
47 27 29 1.400 4 0
48 30 28 1.000 4 0
49 32 30 1.400 4 0
50 31 27 1.000 4 0
51 29 32 1.000 4 0
52 31 32 1.400 4 0
55 15 33 3.510 4 0
57 33 34 1.400 4 0

Plates
Plate Node A Node B Node C Node D Property

53 11 12 13 17 1
54 18 16 15 19 1
56 16 28 33 15 1
58 30 32 34 33 1
59 31 27 14 34 1

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
2 Rect 0.40x0.20 800.000 26.7E+3 107E+3 73.2E+3 CONCRETE
3 Rect 0.35x0.20 700.000 23.3E+3 71.5E+3 60E+3 CONCRETE
4 Rect 0.35x0.25 875.000 45.6E+3 89.3E+3 102E+3 CONCRETE

Plate Thickness
Prop Node A Node B Node C Node D Material
(cm) (cm) (cm) (cm)
1 10.000 10.000 10.000 10.000 CONCRETE

Materials
Mat Name E  Density 
(kN/mm2) (kg/m3) (/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6

Print Time/Date: 27/03/2024 01:25 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 5
 Job No Sheet No Rev
2024_RCD_50 4
Part
Software licensed to
Job Title 2- STOREY EXTENSION AND RENOVATION Ref

By PEDERNAL Date25-Mar-24 Chd

Client MR. SIMEON OBTINILLA JR File indang renovation.std Date/Time 27-Mar-2024 01:25

Supports
Node X Y Z rX rY rZ
(kN/mm) (kN/mm) (kN/mm) (kN-m/deg) (kN-m/deg) (kN-m/deg)
1 Fixed Fixed Fixed Fixed Fixed Fixed
2 Fixed Fixed Fixed Fixed Fixed Fixed
3 Fixed Fixed Fixed Fixed Fixed Fixed
4 Fixed Fixed Fixed Fixed Fixed Fixed
6 Fixed Fixed Fixed Fixed Fixed Fixed
7 Fixed Fixed Fixed Fixed Fixed Fixed
8 Fixed Fixed Fixed Fixed Fixed Fixed
9 Fixed Fixed Fixed Fixed Fixed Fixed
10 Fixed Fixed Fixed Fixed Fixed Fixed

Releases
There is no data of this type.

Primary Load Cases

Number Name Type

1 DL Dead
2 LL Live

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

3 GENERATED ACI TABLE1 1 1 DL 1.40

4 GENERATED ACI TABLE1 2 1 DL 1.20
2 LL 1.60
5 GENERATED ACI TABLE1 3 1 DL 1.20
2 LL 1.00
6 GENERATED ACI TABLE1 4 1 DL 1.20
7 GENERATED ACI TABLE1 5 1 DL 0.90

Load Generators
There is no data of this type.

1 DL : Selfweight
Direction Factor Assigned Geometry

Y -1.000 ALL

Print Time/Date: 27/03/2024 01:25 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 5
 Job No Sheet No Rev
2024_RCD_50 5
Part
Software licensed to
Job Title 2- STOREY EXTENSION AND RENOVATION Ref

By PEDERNAL Date25-Mar-24 Chd

Client MR. SIMEON OBTINILLA JR File indang renovation.std Date/Time 27-Mar-2024 01:25

2 LL : Floor Loads
Load Min Ht. Max Ht. Min X Max X Min Y Max Y
(N/mm2) (m) (m) (m) (m) (m) (m)
-0.003 0.000 5.900 - - - -

Print Time/Date: 27/03/2024 01:25 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 5