1 - User Specified General Analysis and Design Parameters
1 - User Specified General Analysis and Design Parameters
1 - User Specified General Analysis and Design Parameters
Value
Parameter
Minimum Cover at BOTTOM
Post-tensioning
SYSTEM
Fpu
Fse
Strand area
Min CGS from TOP
Min CGS from BOT for interior
spans
Min CGS from BOT for exterior
spans
Min average precompression
Max spacing / slab depth
Analysis and design options
Structural system - Equiv Frame
Moments reduced to face of
support
Moment Redistribution
DESIGN CODE SELECTED
300.00 Kg/cm 2
300.00 Kg/cm 2
265.90 T/cm 2
265.90 T/cm 2
2.00
NORMAL
2400.00 Kg/m 3
1.616
1.616
Fy (Main bars)
Fy (Shear reinforcement)
Minimum Cover at TOP
4.69 T/cm 2
4.69 T/cm 2
2.50 cm
0.450
Value
2.50 cm
UNBONDED
18.96 T/cm 2
12.00 T/cm 2
0.990 cm 2
4.00 cm
4.00 cm
4.00 cm
8.66 Kg/cm 2
8.00
TWO-WAY
YES
NO
ACI-318 (2005)
2 - INPUT GEOMETRY
2.1 Principal Span Data of Uniform Spans
Spa
For
Len
Width
Depth
TF
n
m
gth
Width
m
cm
cm
cm
1
1
7.00 122.0
25.00
0
2
1
7.00 122.0
25.00
0
TF
Thick.
cm
BF/MF
Width
cm
% LC
CBC
LC
100
100
100
(1)
(1)
(1)
BF/MF
Thick.
cm
Rh
Right
Mult.
Left
Mult.
cm
25.00
0.50
0.50
25.00
0.50
0.50
Lengt
h UC
B(DIA.
) UC
D UC
cm
cm
% UC
CBC
UC
T-m
2
2
LL
SDL
U
U
0.500
2.000
NOTE: SELFWEIGHT INCLUSION REQUIRED (SW= SELF WEIGHT Computed from geometry
input and treated as dead loading. Unit selfweight W = 2400.0 Kg/m^3
3.2 Compiled loads
Span Clas
Type
s
1
1
1
2
2
2
LL
SDL
SW
LL
SDL
SW
U
U
U
U
U
U
P1
P2
T/m
0.610
2.440
0.732
0.610
2.440
0.732
T/m
T-m
Reducti
on
Factor
%
0.000
0.000
Shear
Left
T
-2.14
-2.98
-7.13
-9.95
0.00
0.00
Shear
Right
T
2.98
2.14
9.95
7.13
0.00
0.00
XL
0.00
0.00
0.00
Moment
Midspan
Min
T-m
1.66
1.66
Moment
Right Max
Moment
Right Min
Shear
Left
Shear
Right
T-m
-3.31
-0.85
T-m
-3.31
-0.85
T
-1.78
-2.49
T
2.49
1.78
Moment
Upper
Column
Max
T-m
0.00
0.00
0.00
Moment
Upper
Column
Min
T-m
0.00
0.00
0.00
Moment
Right Max
Moment
Right Min
T-m
-3.31
-0.85
T-m
-3.31
-0.85
X2/L
0.500
0.500
X3/L
0.100
0.100
A/L
-----
P/A
Wbal
WBal
1
2
T
84.158
89.591
Left
cm
12.50
21.00
cm
-----
Right
cm
21.00
12.50
cm
4.00
4.00
(%DL)
kg/cm2
27.59
29.37
T
1.752
1.865
55
59
81.6 Kg
From
1
To
2
Extension
---
kg/cm2
-6.40
41.71
kg/cm2
-47.27
-98.71
Envelope of Service 2
Span
Left Top
Left Bottom
1
2
kg/cm2
-1.72
59.94
kg/cm2
-51.95
-116.94
kg/cm2
-57.45
-56.45
Center Top
kg/cm2
-66.58
-65.58
Center
Bottom
kg/cm2
2.26
-2.30
Right Top
Center
Bottom
kg/cm2
11.39
6.83
Right Top
kg/cm2
42.42
-9.39
kg/cm2
60.66
-4.72
Right
Bottom
kg/cm2
-99.09
-47.97
Right
Bottom
kg/cm2
-117.33
-52.64
Shear Right
T
0.07
-0.08
Moment
Upper
Column
T-m
0.000
0.000
0.000
Span
Middle
Max
T-m
14.83
14.93
Middle
Min
T-m
14.83
14.93
Moment
Lower
Column
Min
T-m
-4.58
0.07
4.44
1
2
Left
Max
T-m
-4.58
-24.28
Left
Min
T-m
-4.58
-24.28
Right
Max
T-m
-24.35
-4.44
Right
Min
T-m
-24.35
-4.44
Moment
Upper
Column
Max
T-m
0.00
0.00
0.00
Moment
Upper
Column
Min
T-m
0.00
0.00
0.00
Right
T-m
1.60
2.22
As
Required
cm2
6.56
13.13
13.13
6.56
2.76
1.67
Ultimate
Minimum
cm2
0.00
8.74
8.74
0.00
0.00
0.00
cm2
6.56
13.13
13.13
6.56
2.76
1.67
Quantity
Size
Length
Area
4
7
4
1
1
5
5
5
8
8
cm
140.00
280.00
140.00
176.00
140.00
cm2
8.00
14.00
8.00
5.10
5.10
Span
I
D
Locatio
n
1
1
2
2
2
1
2
2
1
2
1
2
3
4
4
5
TOP
TOP
TOP
TOP
TOP
BOT
BOT
BOT
From
Quantit
y
Size
Length
4
7
4
7
4
1
1
1
5
5
5
5
5
8
8
8
m
7.00
1.40
133.00
278.60
140.00
4.90
171.10
140.00
m
0.00
5.60
0.00
0.00
5.60
2.10
0.00
3.50
1
1
1
3
4
3
b1
b2
cm
10.46
10.46
10.46
cm
20.91
20.91
20.91
cm
30.46
40.91
30.46
cm
60.46
60.46
60.46
1
1
1
3
4
3
T
-13.90
-39.15
-13.89
Factored
moment
Stress
due to
shear
T/cm2
0.01
0.01
0.01
T-m
+4.58
-0.07
-4.44
Dist
N_Leg
s
cm
Stress
due to
moment
T/cm2
0.002
0.000
0.002
Dist
Total
stress
Allowabl
e stress
Stress
ratio
T/cm2
0.010
0.012
0.010
T/cm2
0.012
0.012
0.012
0.780
0.937
0.768
N_Leg
s
cm
Dist
N_Leg
s
cm
14 - DEFLECTIONS
14.1 Maximum Span Deflections
Span
SW
SDL
SW+S
DL+P
SW+SDL+
PT+Creep
LL
Total
1
2
cm
0.2
0.2
T
cm
0.4
0.4
cm
0.7
0.7
cm
1.2(569)
1.1(628)
cm
0.2(3877)
0.2(3877)
cm
0.0(****)
0.0(****)
cm
1.4(496)
1.3(540)
Value
Low
Relaxation
5 days
107.13 T/cm2
80.00 percent
12.50 cm
Parameter
Coefficient of Angular Friction (meu)
Value
0.07000 1/rad
0.00459 rad/m
0.80
6.00 mm
Left side
2038.70 T/cm2
Left
T/cm2
1.10
Center
T/cm2
1.12
Right
T/cm2
1.15
1.16
1.18
1.16
TENDON_
A
T
13.43
Ext.
Left
Start
Span
End
Span
Ext.
Right
0.00
0.00
Stress
Center
FL+LTL
T/cm2
12.12
Stress
Right
FL+LTL
T/cm2
12.49
12.83
12.55
Elong. Left
Elong
Right
Ancho
r Left
Ancho
r Right
Max
Stress
ratio
cm
9.32
cm
0.00
0.68
0.72
0.74
T-m
T-m
T-m
Moment
Right
Pos
As
Top
As Bot
T-m
cm2
cm2
n
Ba
r
To
p
n
Ba
r
Bo
t
1
2
3
0.00
0.66
0.66
0.66
0.66
0.00
0.00
1.25
1.25
1.25
1.25
0.00
0.00
-4.44
-2.93
0.00
0.00
0.00
-4.58
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
21 - TENDON HEIGHTS
XL
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
X
m
SPAN
1
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
CGS A
cm
CGS B
cm
CGS C
cm
125.00
120.75
108.00
92.06
78.25
66.56
57.00
49.56
44.25
41.06
40.00
42.13
48.50
59.13
74.00
93.13
116.50
144.13
176.00
201.50
210.00
125.00
120.75
108.00
92.06
78.25
66.56
57.00
49.56
44.25
41.06
40.00
42.13
48.50
59.13
74.00
93.13
116.50
144.13
176.00
201.50
210.00
125.00
120.75
108.00
92.06
78.25
66.56
57.00
49.56
44.25
41.06
40.00
42.13
48.50
59.13
74.00
93.13
116.50
144.13
176.00
201.50
210.00
X
m
SPAN
2
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
CGS A
cm
CGS B
cm
CGS C
cm
210.00
201.50
176.00
144.13
116.50
93.13
74.00
59.13
48.50
42.13
40.00
41.06
44.25
49.56
57.00
66.56
78.25
92.06
108.00
120.75
125.00
210.00
201.50
176.00
144.13
116.50
93.13
74.00
59.13
48.50
42.13
40.00
41.06
44.25
49.56
57.00
66.56
78.25
92.06
108.00
120.75
125.00
210.00
201.50
176.00
144.13
116.50
93.13
74.00
59.13
48.50
42.13
40.00
41.06
44.25
49.56
57.00
66.56
78.25
92.06
108.00
120.75
125.00
Type
1
1
1
1
2
2
2
2
1
1
3
3
3
3
3
3
3
3
3
2
W
T/m
5.840
11.679
-1.460
-2.920
12.433
6.216
-3.108
-1.554
0.471
F
T
M
T-m
-0.66
a
m
0.00
6.30
0.70
3.50
0.00
6.30
0.70
3.50
5.60
5.60
b
m
0.70
7.00
3.50
6.30
0.70
7.00
3.50
6.30
7.00
23 - DETAILED MOMENTS
SPAN 1
XL
0.00
0.05
0.10
0.15
SW
SDL
XL
LL Min
LL Max
PT
m
0.00
0.35
0.70
1.05
T-m
-1.02
-0.31
0.30
0.83
T-m
-3.39
-1.05
1.00
2.75
T-m
0.00
0.00
0.00
0.00
T-m
-0.85
-0.26
0.25
0.69
T-m
-0.85
-0.26
0.25
0.69
T-m
2.07
1.69
0.59
-0.77
Secondar
y
T-m
2.07
2.05
2.02
2.00
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
SPAN 2
XL
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
1.26
1.61
1.86
2.03
2.10
2.09
1.99
1.80
1.51
1.14
0.68
0.13
-0.51
-1.24
-2.06
-2.97
-3.97
4.20
5.35
6.21
6.76
7.02
6.97
6.63
5.99
5.05
3.81
2.27
0.43
-1.71
-4.14
-6.87
-9.91
-13.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.05
1.34
1.55
1.69
1.75
1.74
1.66
1.50
1.26
0.95
0.57
0.11
-0.43
-1.03
-1.72
-2.48
-3.31
1.05
1.34
1.55
1.69
1.75
1.74
1.66
1.50
1.26
0.95
0.57
0.11
-0.43
-1.03
-1.72
-2.48
-3.31
-1.96
-2.97
-3.80
-4.44
-4.92
-5.21
-5.32
-5.16
-4.65
-3.78
-2.55
-0.97
0.98
3.48
6.28
8.49
9.21
1.97
1.95
1.93
1.90
1.88
1.86
1.83
1.81
1.79
1.76
1.74
1.72
1.69
1.67
1.65
1.62
1.60
SW
SDL
XL
LL Min
LL Max
PT
m
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
T-m
-3.97
-2.97
-2.06
-1.24
-0.51
0.13
0.68
1.14
1.51
1.80
1.99
2.09
2.10
2.03
1.86
1.61
1.26
0.83
0.30
-0.31
-1.02
T-m
-13.24
-9.91
-6.87
-4.14
-1.71
0.43
2.27
3.81
5.05
5.99
6.63
6.97
7.02
6.76
6.21
5.35
4.20
2.75
1.00
-1.05
-3.39
T-m
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
T-m
-3.31
-2.48
-1.72
-1.04
-0.43
0.11
0.57
0.95
1.26
1.50
1.66
1.74
1.75
1.69
1.55
1.34
1.05
0.69
0.25
-0.26
-0.85
T-m
-3.31
-2.48
-1.72
-1.04
-0.43
0.11
0.57
0.95
1.26
1.50
1.66
1.74
1.75
1.69
1.55
1.34
1.05
0.69
0.25
-0.26
-0.85
T-m
9.28
8.55
6.29
3.46
1.02
-1.05
-2.74
-4.04
-4.97
-5.51
-5.67
-5.55
-5.24
-4.73
-4.04
-3.16
-2.08
-0.82
0.64
1.81
2.22
Secondar
y
T-m
1.67
1.70
1.72
1.75
1.78
1.80
1.83
1.86
1.89
1.91
1.94
1.97
2.00
2.02
2.05
2.08
2.11
2.13
2.16
2.19
2.22
24 - DETAILED SHEARS
SPAN 1
XL
0.00
0.05
0.10
0.15
0.20
SW
SDL
XL
LL Min
LL Max
PT
m
0.00
0.35
0.70
1.05
1.40
T
-2.14
-1.88
-1.63
-1.37
-1.12
T
-7.13
-6.28
-5.43
-4.57
-3.72
T
0.00
0.00
0.00
0.00
0.00
T
0.00
0.00
0.00
0.00
0.00
T
-1.78
-1.57
-1.36
-1.14
-0.93
T
0.07
2.11
4.16
3.64
3.13
Secondar
y
T
0.07
0.07
0.07
0.07
0.07
10
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
SPAN 2
XL
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
-0.86
-0.60
-0.35
-0.09
0.17
0.42
0.68
0.93
1.19
1.45
1.70
1.96
2.22
2.47
2.73
2.98
-2.86
-2.01
-1.16
-0.30
0.55
1.41
2.26
3.11
3.97
4.82
5.68
6.53
7.38
8.24
9.09
9.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.14
0.35
0.57
0.78
0.99
1.21
1.42
1.63
1.85
2.06
2.27
2.49
-0.72
-0.50
-0.29
-0.08
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.62
2.11
1.60
1.09
0.58
0.07
-0.95
-1.98
-3.00
-4.02
-5.04
-6.72
-7.58
-8.44
-4.19
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
SW
SDL
XL
LL Min
LL Max
PT
m
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
T
-2.98
-2.73
-2.47
-2.22
-1.96
-1.70
-1.45
-1.19
-0.93
-0.68
-0.42
-0.17
0.09
0.35
0.60
0.86
1.12
1.37
1.63
1.88
2.14
T
-9.95
-9.09
-8.24
-7.38
-6.53
-5.68
-4.82
-3.97
-3.11
-2.26
-1.41
-0.55
0.30
1.16
2.01
2.86
3.72
4.57
5.43
6.28
7.13
T
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
T
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.08
0.29
0.50
0.72
0.93
1.14
1.36
1.57
1.78
T
-2.49
-2.27
-2.06
-1.85
-1.63
-1.42
-1.21
-0.99
-0.78
-0.57
-0.35
-0.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
T
-0.08
4.27
8.62
7.54
6.45
5.36
4.27
3.19
2.10
1.01
-0.08
-0.62
-1.17
-1.71
-2.25
-2.80
-3.34
-3.89
-4.43
-2.25
-0.08
Secondar
y
T
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
-0.08
Middle
Min
T-m
14.83
14.93
Right
Max
T-m
-24.35
-4.44
Right
Min
T-m
-24.35
-4.44
11
Moment
Lower
Column
Min
T-m
-4.58
0.07
4.44
Moment
Upper
Column
Max
T-m
0.00
0.00
0.00
Moment
Upper
Column
Min
T-m
0.00
0.00
0.00
27 - DETAILED STRESSES
SPAN 1
XL
SW
Top
DL
Bot
SDL
Top
SDL
Bot
XL
Top
XL
Bot
kg/c
m2
8.0
2.5
-2.4
-6.5
-9.9
-12.6
-14.7
-16.0
-16.6
-16.5
-15.6
-14.1
-11.9
-9.0
-5.4
-1.0
4.0
9.8
16.2
23.4
31.3
kg/c
m2
-8.0
-2.5
2.4
6.5
9.9
12.6
14.7
16.0
16.6
16.5
15.6
14.1
11.9
9.0
5.4
1.0
-4.0
-9.8
-16.2
-23.4
-31.3
kg/c
m2
26.7
8.2
-7.9
-21.6
-33.1
-42.1
-48.8
-53.2
-55.2
-54.9
-52.2
-47.1
-39.7
-30.0
-17.9
-3.4
13.4
32.6
54.1
78.0
104.2
kg/c
m2
-26.7
-8.2
7.9
21.6
33.1
42.1
48.8
53.2
55.2
54.9
52.2
47.1
39.7
30.0
17.9
3.4
-13.4
-32.6
-54.1
-78.0
104.
2
kg/c
m2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Initial
Top
MaxT
kg/c
m2
---------------------
Initial
Top
MaxC
kg/c
m2
-14.9
-35.5
-46.7
-52.3
-56.5
Initial
Bot
MaxT
kg/c
m2
---------------------
Initial
Bot
MaxC
kg/c
m2
-46.9
-26.4
-15.5
-10.0
-6.0
Env1 Top
MaxT
kg/c
m2
---------------------
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
XL
m
0.00
0.05
0.10
0.15
0.20
0.00
0.35
0.70
1.05
1.40
kg/c
m2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
LL
Top
MaxT
kg/c
m2
6.7
2.1
-2.0
-5.4
-8.3
-10.5
-12.2
-13.3
-13.8
-13.7
-13.0
-11.8
-9.9
-7.5
-4.5
-0.8
3.4
8.1
13.5
19.5
26.0
LL
Top
MaxC
kg/c
m2
6.7
2.1
-2.0
-5.4
-8.3
-10.5
-12.2
-13.3
-13.8
-13.7
-13.0
-11.8
-9.9
-7.5
-4.5
-0.8
3.4
8.1
13.5
19.5
26.0
LL
Bot
MaxT
kg/c
m2
-6.7
-2.1
2.0
5.4
8.3
10.5
12.2
13.3
13.8
13.7
13.0
11.8
9.9
7.5
4.5
0.8
-3.4
-8.1
-13.5
-19.5
-26.0
LL
Bot
MaxC
kg/c
m2
-6.7
-2.1
2.0
5.4
8.3
10.5
12.2
13.3
13.8
13.7
13.0
11.8
9.9
7.5
4.5
0.8
-3.4
-8.1
-13.5
-19.5
-26.0
Env1 Top
MaxC
kg/c
m2
-6.4
-28.9
-42.5
-50.8
-57.2
Env1 Bot
MaxT
kg/c
m2
----------------2.9
Env1 Bot
MaxC
kg/c
m2
-47.3
-25.0
-11.5
-3.4
-----
Env2 Top
MaxT
kg/c
m2
---------------------
Env2 Top
MaxC
kg/c
m2
-1.7
-27.4
-43.9
-54.6
-63.0
PT
Top
PT
Bot
kg/c
m2
-43.1
-40.2
-31.7
-21.0
-11.8
-3.9
2.5
7.6
11.2
13.4
14.3
13.0
8.9
1.9
-7.8
-20.4
-35.8
-55.5
-77.7
-95.2
101.0
kg/c
m2
-10.6
-13.6
-22.4
-33.2
-42.6
-50.6
-57.2
-62.4
-66.1
-68.5
-69.5
-68.3
-64.4
-57.6
-48.0
-35.6
-20.4
-0.8
21.2
38.5
44.0
Env2 Bot
MaxT
kg/c
m2
------------0.4
8.7
Env2 Bot
MaxC
kg/c
m2
-52.0
-26.4
-10.2
---------
12
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
SPAN 2
XL
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
------------------------------------------------------------19.3
-59.3
-60.6
-60.4
-58.9
-55.8
-51.4
-46.3
-41.4
-36.7
-32.2
-27.9
-23.7
-21.5
-19.0
-8.1
-----
-----------------------------------------------------------------
-3.4
-2.3
-2.6
-4.3
-7.5
-12.1
-17.3
-22.4
-27.3
-32.0
-36.5
-40.9
-43.2
-45.9
-57.1
-84.8
--------------------------------------------------------12.0
42.2
-61.8
-64.6
-65.6
-64.7
-62.0
-57.5
-51.8
-45.7
-39.3
-32.4
-25.1
-17.3
-10.7
-3.3
---------
7.3
10.0
10.8
9.8
6.9
2.3
-----------------------------------------
-------------------------3.5
-9.8
-16.4
-23.5
-30.9
-38.8
-45.6
-53.2
-68.7
-99.2
----------------------------------------------------6.2
25.7
60.5
-69.2
-73.2
-74.9
-74.3
-71.6
-66.6
-60.0
-52.7
-44.5
-35.5
-25.6
-15.0
-5.0
-------------
14.7
18.5
20.1
19.4
16.5
11.4
4.7
-------------------------------------
-----------------------------2.8
-11.2
-20.3
-30.3
-41.2
-51.3
-62.6
-82.3
117.5
SW
Top
DL
Bot
SDL
Top
SDL
Bot
XL
Top
XL
Bot
kg/c
m2
104.2
kg/c
m2
0.0
kg/c
m2
0.0
LL
Bot
MaxT
kg/c
m2
-26.0
LL
Bot
MaxC
kg/c
m2
-26.0
PT
Bot
kg/c
m2
-31.3
LL
Top
MaxC
kg/c
m2
26.0
PT
Top
LL
Top
MaxT
kg/c
m2
26.0
kg/c
m2
101.5
kg/c
m2
44.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19.5
13.5
8.1
3.4
-0.8
-4.5
-7.5
-9.9
-11.8
-13.0
-13.7
-13.8
-13.3
-12.2
-10.5
-8.3
-5.4
-2.0
2.1
6.7
19.5
13.5
8.1
3.4
-0.8
-4.5
-7.5
-9.9
-11.8
-13.0
-13.7
-13.8
-13.3
-12.2
-10.5
-8.3
-5.4
-2.0
2.1
6.7
-19.5
-13.5
-8.1
-3.4
0.8
4.5
7.5
9.9
11.8
13.0
13.7
13.8
13.3
12.2
10.5
8.3
5.4
2.0
-2.1
-6.7
-19.5
-13.5
-8.1
-3.4
0.8
4.5
7.5
9.9
11.8
13.0
13.7
13.8
13.3
12.2
10.5
8.3
5.4
2.0
-2.1
-6.7
-95.9
-78.3
-56.2
-37.0
-20.8
-7.6
2.6
9.8
14.0
15.3
14.4
12.0
8.1
2.7
-4.2
-12.6
-22.5
-33.9
-43.0
-46.1
38.6
20.7
-1.7
-21.0
-37.4
-50.7
-61.0
-68.4
-72.8
-74.0
-73.0
-70.5
-66.4
-60.9
-53.9
-45.4
-35.4
-23.8
-14.6
-11.2
Env1 Top
MaxT
kg/c
m2
41.7
Env1 Top
MaxC
kg/c
m2
-----
Env1 Bot
MaxT
kg/c
m2
-----
Env1 Bot
MaxC
kg/c
m2
-98.7
Env2 Top
MaxT
kg/c
m2
59.9
Env2 Top
MaxC
kg/c
m2
-----
Env2 Bot
MaxT
kg/c
m2
-----
Env2 Bot
MaxC
kg/c
m2
116.9
0.00
0.00
kg/c
m2
31.3
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
23.4
16.2
9.8
4.0
-1.0
-5.4
-9.0
-11.9
-14.1
-15.6
-16.5
-16.6
-16.0
-14.7
-12.6
-9.9
-6.5
-2.4
2.5
8.0
-23.4
-16.2
-9.8
-4.0
1.0
5.4
9.0
11.9
14.1
15.6
16.5
16.6
16.0
14.7
12.6
9.9
6.5
2.4
-2.5
-8.0
78.0
54.1
32.6
13.4
-3.4
-17.9
-30.0
-39.7
-47.1
-52.2
-54.9
-55.2
-53.2
-48.8
-42.1
-33.1
-21.6
-7.9
8.2
26.7
kg/c
m2
104.
2
-78.0
-54.1
-32.6
-13.4
3.4
17.9
30.0
39.7
47.1
52.2
54.9
55.2
53.2
48.8
42.1
33.1
21.6
7.9
-8.2
-26.7
XL
Initial
Top
MaxT
kg/c
m2
18.7
Initial
Top
MaxC
kg/c
m2
-----
Initial
Bot
MaxT
kg/c
m2
-----
Initial
Bot
MaxC
kg/c
m2
-84.2
m
0.00
0.00
13
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
---------------------------------------------------------------------------------
-9.0
-19.8
-22.2
-25.1
-28.3
-32.0
-36.0
-40.4
-45.2
-50.2
-54.8
-58.0
-59.9
-60.4
-59.6
-57.5
-54.0
-49.2
-38.8
-18.3
---------------------------------------------------------------------------------
-57.0
-46.5
-44.3
-41.6
-38.5
-35.1
-31.3
-27.0
-22.4
-17.3
-12.6
-9.3
-7.2
-6.6
-7.2
-9.2
-12.5
-17.2
-27.5
-47.7
11.3
-----------------------------------------------------------------------------
-----4.0
-11.4
-18.5
-25.5
-32.2
-38.6
-44.8
-50.8
-56.4
-61.0
-63.9
-65.1
-64.5
-62.1
-58.1
-52.3
-44.7
-31.7
-9.4
----------------------------------------2.4
5.4
6.7
6.2
4.0
0.1
-----------------
-68.6
-53.7
-46.5
-39.5
-32.7
-26.2
-19.9
-13.8
-8.0
-2.3
-------------------------5.6
-13.0
-25.9
-48.0
24.9
5.5
-------------------------------------------------------------------------
---------5.7
-16.2
-26.1
-35.3
-43.9
-51.8
-59.1
-65.6
-70.6
-73.6
-74.4
-73.0
-69.5
-63.8
-56.0
-46.1
-30.2
-4.7
--------------------------------0.3
6.8
12.0
15.1
16.0
14.8
11.4
5.9
-----------------
-82.2
-63.2
-52.2
-41.8
-32.1
-23.0
-14.6
-6.8
---------------------------------1.8
-11.6
-27.3
-52.6
28 - REQUIRED POST-TENSIONING
XL
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
X
m
SPAN
1
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
PT
T
52.02
0.00
0.00
13.86
45.26
61.28
69.52
72.95
72.91
69.91
64.05
55.63
44.14
27.19
0.00
0.00
16.29
56.44
77.45
97.03
126.93
X
m
SPAN
2
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
PT
T
126.24
97.37
78.40
57.32
16.26
0.00
0.00
26.94
43.87
55.49
63.97
69.85
72.88
72.95
69.54
61.33
45.32
13.89
0.00
0.00
51.98
29 - DETAILED REBAR
SPAN 1
XL
Analysis
Analysis
Minimum
Minimum
Selected
Selected
14
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
m
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
SPAN 2
XL
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
m
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
5.25
5.60
5.95
6.30
6.65
7.00
Top
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.49
8.74
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Top
cm2
6.56
6.56
6.56
6.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
13.13
13.13
13.13
13.13
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.76
2.62
2.02
1.08
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Top
cm2
6.56
6.56
6.56
6.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
13.13
13.13
13.13
13.13
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.76
2.62
2.02
1.08
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Analysis
Top
cm2
8.74
1.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Analysis
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Minimum
Top
cm2
13.13
13.13
13.13
13.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.56
6.56
6.56
6.56
Minimum
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.14
1.67
1.85
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Selected
Top
cm2
13.13
13.13
13.13
13.13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.56
6.56
6.56
6.56
Selected
Bot
cm2
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.14
1.67
1.85
0.00
0.00
0.00
0.00
0.00
0.00
0.00
15
Lay
er
1
Con
d.
3
b1
b2
Vu
Mu
cm
cm
cm
cm
T-m
10.4
6
20.91
30.4
6
60.4
6
-13.90
4.58
Stres
s
T/cm
2
0.01
0
Allow
.
T/cm
2
0.01
2
Ratio
As
NLeg
s
0.78
0.00
0.00
Stres
s
T/cm
2
0.01
2
Allow
.
T/cm
2
0.01
2
Ratio
As
NLeg
s
Dist.
0.94
0.00
0.00
Stres
s
T/cm
2
0.01
0
Allow
.
T/cm
2
0.01
2
Ratio
As
NLeg
s
Dist.
cm2
Dist.
cm
b1
b2
Vu
Mu
cm
cm
cm
cm
T-m
10.4
6
20.91
40.9
1
60.4
6
-39.15
-0.07
cm2
cm
b1
b2
Vu
Mu
cm
cm
cm
cm
T-m
10.4
6
20.91
30.4
6
60.4
6
-13.89
-4.44
cm2
0.77
0.00
cm
0
0.00
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
m
SPAN
1
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
Initial
Stress
T/cm2
Longter
m Loss
T/cm2
Final
Stress
T/cm2
12.92
12.94
12.99
13.03
13.06
13.09
13.12
13.15
13.18
13.20
13.23
13.27
13.30
13.34
13.37
1.10
1.10
1.10
1.10
1.11
1.12
1.12
1.12
1.12
1.12
1.12
1.13
1.13
1.13
1.13
11.81
11.83
11.89
11.92
11.95
11.97
12.00
12.03
12.06
12.09
12.12
12.15
12.17
12.21
12.24
X
m
SPAN
2
0.00
0.35
0.70
1.05
1.40
1.75
2.10
2.45
2.80
3.15
3.50
3.85
4.20
4.55
4.90
Initial
Stress
T/cm2
Longter
m Loss
T/cm2
Final
Stress
T/cm2
13.64
13.71
13.78
13.82
13.85
13.89
13.92
13.97
14.00
14.03
14.02
13.99
13.96
13.93
13.90
1.16
1.16
1.16
1.17
1.18
1.18
1.18
1.18
1.18
1.18
1.18
1.18
1.18
1.18
1.18
12.49
12.55
12.62
12.66
12.67
12.71
12.74
12.78
12.81
12.85
12.83
12.80
12.78
12.75
12.72
16
0.75
0.80
0.85
0.90
0.95
1.00
5.25
5.60
5.95
6.30
6.65
7.00
13.41
13.45
13.49
13.53
13.57
13.64
1.13
1.14
1.15
1.15
1.15
1.15
12.28
12.31
12.33
12.38
12.42
12.49
5.25
5.60
5.95
6.30
6.65
7.00
13.87
13.84
13.82
13.79
13.76
13.71
1.18
1.17
1.16
1.16
1.16
1.16
12.69
12.67
12.65
12.63
12.60
12.55
1
2
3
0.00
0.66
0.66
0.66
0.66
0.00
m
0.00
1.25
1.25
m
1.25
1.25
0.00
T-m
0.00
0.00
-2.93
1
2
3
0.00
0.66
0.66
0.66
0.66
0.00
m
0.00
1.25
1.25
m
1.25
1.25
0.00
T-m
0.00
-4.44
0.00
Moment
Right
As
Top
As Bot
T-m
-4.58
0.00
0.00
cm2
0.00
0.00
0.00
cm2
0.00
0.00
0.00
Moment
Right
As
Top
As Bot
T-m
-0.07
0.00
0.00
cm2
0.00
0.00
0.00
cm2
0.00
0.00
0.00
n
Ba
r
To
p
n
Ba
r
Bo
t
0
0
0
0
0
0
n
Ba
r
To
p
n
Ba
r
Bo
t
0
0
0
0
0
0
17
Post-Tensioning Diagrams
File: laje bi
Post-Tensioning Required
Post-Tensioning Provided
Span 1
Span 2
125
100
Post-Tensioning [T]
75
50
25
POST-TENSIONING
REQUIRED AND PROVIDED
Tendon Height Diagram
File: laje bi
250
200
150
100
50
Span 1
Span 2
POST-TENSIONING
PROFILE
Deflection Diagrams
File: laje bi
Service Envelope Max
Span 1
Span 2
0.0
0.5
1.0
1.5
2.0
Deflection [mm]
2.5
3.0
3.5
4.0
4.5
5.0
DEFLECTION
18
Shear Diagrams
File: laje bi
3
-3
-2
-1
Shear [kg]
Moment [Tm]
File: laje bi
-4
-1
-2
-3
Span 1
Span 2
Span 1
MOMENT
SHEAR
Stress Diagrams
Deflection Diagrams
File: laje bi
0.00
30
0.25
20
0.50
10
0.75
1.00
Deflection [mm]
Stress [kg/cm]
Span 2
-10
1.25
-20
1.50
1.75
-30
Span 1
Span 2
Span 1
STRESS
Span 2
DEFLECTION
19
Shear Diagrams
File: laje bi
File: laje bi
10.0
-12.5
7.5
-10.0
5.0
-7.5
2.5
-2.5
0.0
Shear [kg]
Moment [Tm]
-5.0
-2.5
0.0
-5.0
2.5
-7.5
5.0
-10.0
7.5
Span 1
Span 2
Span 1
MOMENT
SHEAR
Stress Diagrams
Deflection Diagrams
Span 2
File: laje bi
0
100
1
75
50
25
3
Deflection [mm]
Stress [kg/cm]
0
-25
-50
5
-75
6
-100
Span 1
Span 2
Span 1
STRESS
Span 2
DEFLECTION
20
Shear Diagrams
File: laje bi
-3.5
File: laje bi
Live Load Max
Span 1
Span 2
2.0
-2.5
1.5
-2.0
1.0
-1.5
0.5
Shear [kg]
-1.0
Moment [Tm]
2.5
-3.0
-0.5
0.0
0.0
-0.5
-1.0
0.5
-1.5
1.0
-2.0
1.5
2.0
-2.5
Span 1
Span 2
MOMENT
SHEAR
Stress Diagrams
Deflection Diagrams
File: laje bi
0.00
0.25
20
0.50
10
Deflection [mm]
0.75
Stress [kg/cm]
1.00
-10
1.25
-20
1.50
Span 1
Span 2
Span 1
STRESS
Span 2
DEFLECTION
21
Shear Diagrams
File: laje bi
-1.00
1.00
-0.75
0.75
-0.50
0.50
-0.25
0.25
0.00
-0.00
Shear [kg]
Moment [Tm]
File: laje bi
0.25
-0.25
0.50
-0.50
0.75
-0.75
1.00
-1.00
Span 1
Span 2
Span 1
MOMENT
SHEAR
Stress Diagrams
Deflection Diagrams
Span 2
File: laje bi
-1.00
-0.75
0.075
-0.50
0.050
-0.25
0.025
0.00
Deflection [mm]
Stress [kg/cm]
0.000
-0.025
0.25
0.50
-0.050
0.75
-0.075
1.00
-0.100
Span 1
Span 2
Span 1
STRESS
Span 2
DEFLECTION
22
Shear Diagrams
File: laje bi
File: laje bi
7.5
-2.5
5.0
0.0
2.5
Shear [kg]
Moment [Tm]
-5.0
2.5
0.0
-2.5
5.0
-5.0
7.5
-7.5
10.0
Span 1
Span 2
Span 1
MOMENT
Span 2
SHEAR
Stress Diagrams
Deflection Diagrams
File: laje bi
-5.0
50
Post-Tensioning Top
Post-Tensioning Bottom
-4.5
-4.0
25
-3.5
0
-3.0
-2.5
Deflection [mm]
Stress [kg/cm]
-25
-50
-2.0
-1.5
-1.0
-75
-0.5
-100
Span 1
0.0
Span 2
STRESS
Span 1
Span 2
DEFLECTION
23
Shear Diagrams
File: laje bi
File: laje bi
0.075
1.6
0.050
1.7
0.025
1.8
0.000
Shear [kg]
Moment [Tm]
1.9
2.0
-0.025
2.1
-0.050
2.2
-0.075
Span 1
Span 2
Span 1
MOMENT
Span 2
SHEAR
24
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
25
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
26
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
27
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
28
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
29
DESIGN MOMENT
(Moment is drawn on tension side)
REINFORCEMENT
REQUIRED AND PROVIDED
30