Summary Standard Girder Girder flange 5%
f = 0 deg f = -0.0253387528 deg
A= 92000 mm^2 A= 92000 mm^2
Xcg = 0 mm Xcg = 0.1339130435 mm
Ycg = 1415 mm Ycg = 1415.006521739 mm
Ixo = 121144766666.7 mm^4 Ixo = 121148216662.8 mm^4
Iyo = 1440938666.667 mm^4 Iyo = 1440937016.858 mm^4
Ixyo = 0 mm^4 Ixyo = 52939919.65217 mm^4
0 0 0 0 0 0
Section Properties About Principal Axis
0 0 Section Properties About Principal Axis
0 0
f = 0 deg f = -0.0253387528 deg
Ixp = 121144766666.7 mm^4 Ixp = 121148240075.2 mm^4
Iyp = 1440938666.667 mm^4 Iyp = 1440913604.459 mm^4
Ixyp = 0 mm^4 Ixyp = 0 mm^4
J= 122585705333.3 mm^4 J= 122589153679.6 mm^4
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
b t
top flange 600 40
web 16 2750
bot flange 600 40
total depth 2830
slope 5%
b t diff
top flange 600 40 30
web 16 2750
bot flange 600 40
total depth 2830
file:///conversion/tmp/scratch/370323383.xls summary 10/31/2017 18:39:15
18:39:15 10/31/2017
EXELTECH, INC. Project: Newmarket Viaduct Engineer: Project #
615 2nd Ave. Suite 660 Date: 31-Oct
Seattle, WA 98024 Subject: 60m BCM Checker: Page:
tel. (206)623-9646 Section 1 Date:
PROPERTIES OF SECTION DESCRIBED BY NODES COORDINATES
Units: mm
Section Properties
Nodes Coordinates
About Centroidal Axis Parallel to Original Axis
X Y f = 0 deg X-dim = 600 mm
1 0.000 0.000 A= 9.2000E+04 mm^2 Y-dim = 2830 mm
2 -300 0 Xcg = 0 mm Sx(top) = 8.5615E+07 mm^3
3 -300 40 Ycg = 1415 mm Sx(bot) = 8.5615E+07 mm^3
4 -8 40 Ixo = 1.211E+11 mm^4 Sy(left) = 4.8031E+06 mm^3
5 -8 2790 Iyo = 1.441E+09 mm^4 Sy(right)= 4.8031E+06 mm^3
6 -300 2790 Ixyo = 0.000E+00 mm^4
7 -300 2830
8 300 2830 Section Properties About Principal Axis
9 300 2790 f = 0 deg Sxp(top) = 8.5615E+07 mm^3
10 8 2790 Ixp = 1.2114E+11 mm^4 Sxp(bot) = 8.5615E+07 mm^3
11 8 40 Iyp = 1.4409E+09 mm^4 Syp(left) = 4.8031E+06 mm^3
12 300 40 Ixyp = 0.0000E+00 mm^4 Syp(right)= 4.8031E+06 mm^3
13 300 0 J= 1.2259E+11 mm^4
14 0 0
15 0 0 3000.000
16 0 0
17 0 0
18 2500.000
19
20
21 2000.000
22
23
24 1500.000
25
26
27 1000.000
28
29
30 500.000
31
32
33 0.000
-1500.000 -1000.000 -500.000 0.000 500.000 1000.000 1500.000
Engineer: Sheet: straight flange File: 370323383.xls
18:39:16 10/31/2017
EXELTECH, INC. Project: Newmarket Viaduct Engineer: Project #
615 2nd Ave. Suite 660 Date: 31-Oct
Seattle, WA 98024 Subject: 60m BCM Checker: Page:
tel. (206)623-9646 Section 9 Date:
PROPERTIES OF SECTION DESCRIBED BY NODES COORDINATES
Units: mm
Section Properties
Nodes Coordinates
About Centroidal Axis Parallel to Original Axis
X Y f = 0 deg X-dim = 600 mm
1 0.000 0.000 A= 9.2000E+04 mm^2 Y-dim = 2845 mm
2 -300 0 Xcg = 0 mm Sx(top) = 8.4719E+07 mm^3
3 -300 40 Ycg = 1415 mm Sx(bot) = 8.5617E+07 mm^3
4 -8 40 Ixo = 1.211E+11 mm^4 Sy(left) = 4.8010E+06 mm^3
5 -8 2790 Iyo = 1.441E+09 mm^4 Sy(right)= 4.8053E+06 mm^3
6 -300 2775 Ixyo = 5.294E+07 mm^4
7 -300 2815
8 300 2845 Section Properties About Principal Axis
9 300 2805 f = 0 deg Sxp(top) = 8.4712E+07 mm^3
10 8 2790 Ixp = 1.2115E+11 mm^4 Sxp(bot) = 8.5609E+07 mm^3
11 8 40 Iyp = 1.4409E+09 mm^4 Syp(left) = 4.7910E+06 mm^3
12 300 40 Ixyp = 0.0000E+00 mm^4 Syp(right)= 4.7952E+06 mm^3
13 300 0 J= 1.2259E+11 mm^4
14 0 0
15 0 0 3000.000
16 0 0
17 0 0
18 2500.000
19
20
21 2000.000
22
23
24 1500.000
25
26
27 1000.000
28
29
30 500.000
31
32
33 0.000
-1500.000 -1000.000 -500.000 0.000 500.000 1000.000 1500.000
Engineer: Sheet: sloped flange File: 370323383.xls
18:39:16 10/31/2017
CROSS-SECTION PROPERTIES
Described by Layers (from top to bottom)
CROSS-SECTION
-40 -30 -20 -10 0 10 20 30 40
Section Title: 41" Deck Bulb Tee with 72" deck 0
-5
Units: in -10
Dist. to -15
Section Thickness Width of
Section
Number of Layer Section -20
from Top
0 0.000 72.00 0.000 -25
1 5.805 72.00 5.805 -30
2 0.000 51.00 5.805
-35
3 3.000 12.00 8.805
-40
4 2.000 8.00 10.805
5 27.000 8.00 37.805 -45
6 3.000 27.00 40.805 -50
7 6.000 27.00 46.805
8 0.000
9 0.000 Elastic Section Properties
10 0.000 Height = 46.805 in
11 0.000 Area = 962.96 in^2
12 0.000 I= 263132 in^4
13 0.000 Yt = 17.127 in
14 0.000 Yb = 29.678 in
15 0.000 St = 15363 in^3
16 0.000 Sb = 8866 in^3
17 0.000
18 0.000
19 0.000
Engineer: Sheet: Section_by_layers_old File: 370323383.xls
