rc walls
TRANSCRIPT
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7/26/2019 rc walls
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D:\Ricoh Scan\07016 Futura\New Futura - Level 5\wall.rpo
RAPT - Version: 6.3.10.0Reinforced And Post-Tensioned Concrete Analysis & Design Package
Copyright(C) 1988 - 2012 PCDC Pty. Ltd. All Rights Reserved
LicenseeKTP Consultants Pte Ltd3791 Jalan Bukit Merah#05-18 E-Centre@redhill
Singapore 15947110516063801112WPN7
00 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 4800 5200 5600 6000 640
200
0mm
Input
GeneralDesigner A
Project Name A
Project Number A
Description A
Design Code ListMaterial List
Concrete Strength List
Rotation #.#
Tension Curve Y/N
Singapore - CP 65*SAVED*Singapore - Singapore Materials*SAVED*
35MPa
90
Y
Rectangle
#Solid/Void X Y Width Depth
List mm mm mm mm
1 Solid 0 0 6300 200
Reinforcement Bar
#
Reinforcement BarType Reinforcement BarSize Number ofbundledbars
X Y Distance TendonForce
List List List mm mm mm kN
1
2
3
4
5
6
7
8
9
10
11
1213
14
15
16
17
18
19
20
21
22
23
24
25
26
T, Deformed, 460MPa 10, 10mm, 78.5mm2 1 -55 55 10000 0
-55 254.7 10000 0
-55 454.4 10000 0
-55 654 10000 0
-55 853.7 10000 0
-55 1053.4 10000 0
-55 1253.1 10000 0
-55 1452.7 10000 0
-55 1652.4 10000 0
-55 1852.1 10000 0
-55 2051.8 10000 0
-55 2251.5 10000 0-55 2451.1 10000 0
-55 2650.8 10000 0
-55 2850.5 10000 0
-55 3050.2 10000 0
-55 3249.8 10000 0
-55 3449.5 10000 0
-55 3649.2 10000 0
-55 3848.9 10000 0
-55 4048.5 10000 0
-55 4248.2 10000 0
-55 4447.9 10000 0
-55 4647.6 10000 0
-55 4847.3 10000 0
-55 5046.9 10000 0
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#
Reinforcement BarType
Reinforcement BarSize
Number ofbundled
bars
X Y Distance TendonForce
List List List mm mm mm kN
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
4748
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
-55 5246.6 10000 0
-55 5446.3 10000 0
-55 5646 10000 0
-55 5845.6 10000 0
-55 6045.3 10000 0
-145 254.7 10000 0
-145 454.4 10000 0
-145 654 10000 0
-145 853.7 10000 0
-145 1053.4 10000 0
-145 1253.1 10000 0
-145 1452.7 10000 0
-145 1652.4 10000 0
-145 1852.1 10000 0
-145 2051.8 10000 0
-145 2251.5 10000 0
-145 2451.1 10000 0
-145 2650.8 10000 0
-145 2850.5 10000 0
-145 3050.2 10000 0
-145 3249.8 10000 0-145 3449.5 10000 0
-145 3649.2 10000 0
-145 3848.9 10000 0
-145 4048.5 10000 0
-145 4248.2 10000 0
-145 4447.9 10000 0
-145 4647.6 10000 0
-145 4847.3 10000 0
-145 5046.9 10000 0
-145 5246.6 10000 0
-145 5446.3 10000 0
-145 5646 10000 0
-145 5845.6 10000 0
-145 6045.3 10000 0
-145 6245 10000 0
-145 55 10000 0
-55 6245 10000 0
Design DataCapacity Reduction Factor in Flexure - Tension #.#
Capacity Reduction Factor in Flexure - Compression #.#
Capacity Reduction Factor in Shear #.#
Concrete Material Factor Flexure #.#
Concrete Material Factor Shear #.#
Reinforcement Material Factor #.#
Maximum Depth of Neutral Axis for Ductility #.#
Shear Enhancement near Support Y/N
Time of Loading in Days #.#
Concrete Strength at Time of Loading MPa
Design Period in Years #.#
Relative Humidity %
Average Temperature C.
Long Term Calculation Basis List
Concrete Strength Gain Rate List
1
1
1
1.5
1.25
1.15
0.5
N
28
35
30
50
20
Code Default
N
Design Points
-1
Moment AxialForce
Description
kNm kN A
0 3030 12825
RAPT 6.3.10.0 11/27/2014 9:58:51 AM PaLicensee: KTP Consultants Pte Ltd License No.: 10516063801112W
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SlendernessLength Unsupported mm
Column Framing List
Effective Length Factor Braced #.#
Smaller End Moment M1s kNm
Larger End Moment M2s kNm
Applied Axial Load kN
Member Depth b mm
0
Braced
1
0
0
0
0
RAPT 6.3.10.0 11/27/2014 9:58:51 AM PaLicensee: KTP Consultants Pte Ltd License No.: 10516063801112W
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General Interaction Diagram
Rectangle 200mm Deep x 6300mmReinforcement Bar, 64 T10Reinforcement Ratio - 0.40%Singapore - CP 65Singapore - Singapore MaterialsConcrete Strength - 35MPaRotation 90.00 degrees clockwise. - Left Face in Compression
00 800 1600 2400 3200 4000 4800 5600 6400
2000
mm
0 2000 4000 6000 8000 10000 12000 14000 16000 18000 kNm
3000
6000
9000
12000
15000
18000
21000
-3000
0
kN
21932435, 21745
9301, 17697
17825, 1023
5785
-2010
3030, 12825
Minimum Decompression Balanced
RAPT 6.3.10.0 11/27/2014 9:58:52 AM PaLicensee: KTP Consultants Pte Ltd License No.: 10516063801112W
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Errors and Warnings
Input
No errors or warnings were found.
Output
No errors or warnings were found.
RAPT 6.3.10.0 11/27/2014 9:58:52 AM PaLicensee: KTP Consultants Pte Ltd License No.: 10516063801112W