Truss Con

TrussCon Program
Developed by Nathan Madutujuh and Faheem Ahmad, 2010
Main Menu
Connection Data
TRAP Bridge Analysis Output Data as Input for TrusCon
TABLE 1.1 SYSTEM INPUT

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PROGRAM OPTIONS
---------------
OUTPUT SYSTEM MOD. OF ELAS. WIND INTS. CABLE UNITS
OPTION OPTION (KSI) (KSF) OPTION (ENG/SI)
2 2 0.00 0.00000 0 0
GENERAL TRUSS CONFIGURATION

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SPAN LENGTHS
------------
SPAN 1
(FEET)
123.00
CONFIGURATION DETAILS
---------------------
DISTFACT OPTION
--------------- DISTANCE DEAD LOAD
CURB DIST BETWEEN DETAIL
DISTANCE FACT TRUSSES FACTOR
(FT) (FT)
16.00 0.000 17.500 1.100
DESIGN METHOD & LOAD/RESISTANCE FACTORS

---------------------------------------
METHOD LFD or LRFD LRFD All
------------------------------------------------------------
WSD (0) Dead Prestr Live Load Factor Tension Impact
LFD (1) Load Load for for for Red. U
LRFD(2/3) Factor Factor AASHTO State Overld Factor Factor
(2 = AASHTO Guide, 3 = AASHTO LRFD Spec.)
============================================================
1 1.30 1.00 2.17 1.30 1.30 1.00 0.10
TABLE 1.2 GENERAL LIVE LOAD AND RATING DATA

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AASHTO LIVE LOAD

----------------
INVENTORY RATING DATA OPERATING RATING DATA INTERSTATE
AASHTO ALLOWABLE AASHTO ALLOWABLE (MILITARY)
LOAD STRESS LOAD STRESS LOADING
NAME FACTOR NAME FACTOR 1=Y,0=N
MEMBER CABLE MEMBER CABLE
HS-20 0.00 0.00 HS-20 0.00 0.00 0
STATE VEHICULAR LOADINGS

------------------------
VEHICLE 1 VEHICLE 2 VEHICLE 3 ALLOW STRESS
NAME NAME NAME FACTOR
MEMBER CABLE
2F1 3F1 4F1 0.00 0.00
TABLE 1.4 STATE VEHICULAR DATA

--------------------
POSTING VEHICLE 2F1 : AXLE WEIGHTS AND SPACINGS

-----------------------------------------------------
NO WEIGHT NO DISTANCE NO WEIGHT NO DISTANCE NO WEIGHT NO DISTANCE
(KIPS) (FEET) (KIPS) (FEET) (KIPS) (FEET)
1 10.00 1 10.00 2 20.00

--------------------

-----------------------------------------------------
1 12.00 1 10.00 2 17.00 2 4.00 3 17.00

--------------------

-----------------------------------------------------
1 12.00 1 10.00 2 14.00 2 4.00 3 14.00 3 4.00
4 14.00
TABLE 1.5 PANEL POINT DATA

----------------
LOWER PANEL POINT UPPER PANEL POINT ADDITIONAL POINT A ADDITIONAL POINT B
PP ------------------ ------------------ ------------------ ------------------
NO X-COOR Y-COOR RE X-COOR Y-COOR RE X-COOR Y-COOR RE X-COOR Y-COOR RE
(FT) (FT) XY (FT) (FT) XY (FT) (FT) XY (FT) (FT) XY
1 0.00 0.000 11 0.00 0.000 00 0.00 0.000 00 0.00 0.000 00
2 0.00 0.000 00 6.83 6.500 00 0.00 0.000 00 0.00 0.000 00
3 13.67 0.000 00 13.67 7.630 00 0.00 0.000 00 0.00 0.000 00
4 0.00 0.000 00 20.50 8.750 00 0.00 0.000 00 0.00 0.000 00
5 27.33 0.000 00 27.33 9.500 00 0.00 0.000 00 0.00 0.000 00
6 0.00 0.000 00 34.16 10.250 00 0.00 0.000 00 0.00 0.000 00
7 41.00 0.000 00 41.00 10.630 00 0.00 0.000 00 0.00 0.000 00
8 0.00 0.000 00 47.83 11.000 00 0.00 0.000 00 0.00 0.000 00
9 54.67 0.000 00 54.67 11.000 00 0.00 0.000 00 0.00 0.000 00
10 0.00 0.000 00 61.50 11.000 00 0.00 0.000 00 0.00 0.000 00
11 68.34 0.000 00 68.34 11.000 00 0.00 0.000 00 0.00 0.000 00
12 0.00 0.000 00 75.17 11.000 00 0.00 0.000 00 0.00 0.000 00
13 82.00 0.000 00 82.00 10.630 00 0.00 0.000 00 0.00 0.000 00
14 0.00 0.000 00 88.83 10.250 00 0.00 0.000 00 0.00 0.000 00
15 95.67 0.000 00 95.67 9.500 00 0.00 0.000 00 0.00 0.000 00
16 0.00 0.000 00 102.50 8.750 00 0.00 0.000 00 0.00 0.000 00
17 109.33 0.000 00 109.33 7.630 00 0.00 0.000 00 0.00 0.000 00
18 0.00 0.000 00 116.16 6.500 00 0.00 0.000 00 0.00 0.000 00
19 123.00 0.000 01 0.00 0.000 00 0.00 0.000 00 0.00 0.000 00
TABLE 1.6 MEMBER DATA

-----------
LOADED MEM MEMBER AREA

MEM LCTN MEM ---------- MIN R MEM ------------ YIELD INF EFF TEMP
NO FRM TO REL SEQ DEK LCN GYRATON DEPTH GROSS NET STRSS LIN LNG CHNG
NO (FT) (IN) (IN) ( SQIN ) (KSI) OPT FAC
1 L 1 L 3 0 0 0.00 0.80 12.00 6.1 6.1 50.0 0 1.00 0.0

2 L 3 L 5 0 0 0.00 0.76 12.00 8.8 8.8 50.0 0 1.00 0.0
3 L 5 L 7 0 0 0.00 0.76 12.00 8.8 8.8 50.0 0 1.00 0.0
4 L 7 L 9 0 0 0.00 1.08 12.00 11.8 11.8 50.0 0 1.00 0.0
5 L 9 L11 0 0 0.00 1.08 12.00 11.8 11.8 50.0 0 1.00 0.0
6 L11 L13 0 0 0.00 1.08 12.00 11.8 11.8 50.0 0 1.00 0.0
7 L13 L15 0 0 0.00 0.76 12.00 8.8 8.8 50.0 0 1.00 0.0
8 L15 L17 0 0 0.00 0.76 12.00 8.8 8.8 50.0 0 1.00 0.0
9 L17 L19 0 0 0.00 0.80 12.00 6.1 6.1 50.0 0 1.00 0.0
10 U 2 U 3 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
11 U 3 U 4 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
12 U 4 U 5 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
13 U 5 U 6 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
14 U 6 U 7 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
15 U 7 U 8 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
16 U 8 U 9 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
17 U 9 U10 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
18 U10 U11 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
19 U11 U12 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
20 U12 U13 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
21 U13 U14 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
22 U14 U15 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
23 U15 U16 0 0 0.00 1.93 11.94 11.8 11.7 50.0 0 1.00 0.0
24 U16 U17 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
25 U17 U18 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
26 L 3 U 3 0 1 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
27 L 5 U 5 0 2 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
28 L 7 U 7 0 3 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
29 L 9 U 9 0 4 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
30 L11 U11 0 5 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
31 L13 U13 0 6 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
32 L15 U15 0 7 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
33 L17 U17 0 8 8.25 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
34 L 1 U 2 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
35 U 2 L 3 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
36 L 3 U 4 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
37 U 4 L 5 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
38 L 5 U 6 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
39 U 6 L 7 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
40 L 7 U 8 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
41 U 8 L 9 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
42 L 9 U10 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
43 U10 L11 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
44 L11 U12 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
45 U12 L13 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
46 L13 U14 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
47 U14 L15 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
TABLE 1.6 MEMBER DATA

-----------
LOADED MEM MEMBER AREA

MEM LCTN MEM ---------- MIN R MEM ------------ YIELD INF EFF TEMP
NO FRM TO REL SEQ DEK LCN GYRATON DEPTH GROSS NET STRSS LIN LNG CHNG
NO (FT) (IN) (IN) ( SQIN ) (KSI) OPT FAC
48 L15 U16 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
49 U16 L17 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
50 L17 U18 0 0 0.00 1.51 12.22 7.7 7.7 50.0 0 1.00 0.0
51 U18 L19 0 0 0.00 1.52 12.34 8.8 8.8 50.0 0 1.00 0.0
TABLE 1.7 UNIFORM DEAD LOAD DATA

----------------------
UNIFORM LOADS DUE TO FLOOR STEEL

--------------------------------
NO LOAD LOCATION NO LOAD LOCATION NO LOAD LOCATION

-------------- -------------- --------------
FROM TO FROM TO FROM TO
(KLF) (FT) (FT) (KLF) (FT) (FT) (KLF) (FT) (FT)
1 0.000 0.00 0.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00
UNIFORM LOADS DUE TO SLAB + W.S.

--------------------------------

-------------- -------------- --------------
1 0.423 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00
UNIFORM LOADS DUE TO RAILING + CURB

------------------------------------

-------------- -------------- --------------
1 0.015 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00
UNIFORM LOADS DUE TO UTILITY + ACCESS

--------------------------------------

-------------- -------------- --------------
1 0.100 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00
TABLE 1.8 BRACING DEAD LOAD DATA

----------------------
LOWER PANEL POINT BRACING DEAD LOAD
-----------------------------------
PP LD PP LD PP LD PP LD PP LD PP LD PP LD PP LD PP LD PP LD
NO (K) NO (K) NO (K) NO (K) NO (K) NO (K) NO (K) NO (K) NO (K) NO (K)
1 1.0 2 0.0 3 1.5 4 0.0 5 1.5 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
6 0.0 7 1.5 8 0.0 9 1.5 10 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
11 1.5 12 0.0 13 1.5 14 0.0 15 1.5 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
16 0.0 17 1.5 18 0.0 19 1.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0
TABLE 2.1 TRUSS HEIGHTS

-------------
PANEL TRUSS PANEL TRUSS PANEL TRUSS PANEL TRUSS PANEL TRUSS
POINT HEIGHT POINT HEIGHT POINT HEIGHT POINT HEIGHT POINT HEIGHT
NO (FT) NO (FT) NO (FT) NO (FT) NO (FT)
1 0.000 2 0.000 3 7.630 4 0.000 5 9.500
6 0.000 7 10.630 8 0.000 9 11.000 10 0.000
11 11.000 12 0.000 13 10.630 14 0.000 15 9.500
16 0.000 17 7.630 18 0.000 19 0.000
TABLE 2.2 GEOMETRIC DATA FOR LOWER CHORD MEMBERS

--------------------------------------
MEMBER MEMBER MEMBER AXIS TO GRADE LINE

LENGTH -------------------------
SECANT OF TANGENT OF
(FT or m) THE ANGLE THE ANGLE
L 1 L 3 13.67 1.0000 0.0000
L 3 L 5 13.66 1.0000 0.0000
L 5 L 7 13.67 1.0000 0.0000
L 7 L 9 13.67 1.0000 0.0000
L 9 L11 13.67 1.0000 0.0000
L11 L13 13.66 1.0000 0.0000
L13 L15 13.67 1.0000 0.0000
L15 L17 13.66 1.0000 0.0000
L17 L19 13.67 1.0000 0.0000
TABLE 2.3 GEOMETRIC DATA FOR UPPER CHORD MEMBERS

--------------------------------------

LENGTH -------------------------
U 2 U 3 6.93 1.0136 0.1652
U 3 U 4 6.92 1.0134 0.1640
U 4 U 5 6.87 1.0060 0.1098

U 5 U 6 6.87 1.0060 0.1098
U 6 U 7 6.85 1.0015 0.0556
U 7 U 8 6.84 1.0015 0.0542
U 8 U 9 6.84 1.0000 0.0000
U 9 U10 6.83 1.0000 0.0000
U10 U11 6.84 1.0000 0.0000
U11 U12 6.83 1.0000 0.0000
U12 U13 6.84 1.0015 -0.0542
U13 U14 6.84 1.0015 -0.0556
U14 U15 6.88 1.0060 -0.1096
U15 U16 6.87 1.0060 -0.1098
U16 U17 6.92 1.0134 -0.1640
U17 U18 6.92 1.0136 -0.1654
TABLE 2.5 GEOMETRIC DATA FOR VERTICAL MEMBERS

-----------------------------------

LENGTH -------------------------
L 3 U 3 7.63 N/A N/A
L 5 U 5 9.50 N/A N/A
L 7 U 7 10.63 N/A N/A
L 9 U 9 11.00 N/A N/A
L11 U11 11.00 N/A N/A
L13 U13 10.63 N/A N/A
L15 U15 9.50 N/A N/A
L17 U17 7.63 N/A N/A
TABLE 2.6 GEOMETRIC DATA FOR DIAGONAL MEMBERS

-----------------------------------

LENGTH -------------------------
L 1 U 2 9.43 1.3805 0.9517
U 2 L 3 9.44 1.3795 -0.9503
L 3 U 4 11.10 1.6252 1.2811
U 4 L 5 11.10 1.6252 -1.2811
L 5 U 6 12.32 1.8034 1.5007

U 6 L 7 12.32 1.8016 -1.4985
L 7 U 8 12.95 1.8957 1.6105
U 8 L 9 12.95 1.8937 -1.6082
L 9 U10 12.95 1.8957 1.6105
U10 L11 12.95 1.8937 -1.6082
L11 U12 12.95 1.8957 1.6105
U12 L13 12.95 1.8957 -1.6105
L13 U14 12.32 1.8034 1.5007
U14 L15 12.32 1.8016 -1.4985
L15 U16 11.10 1.6252 1.2811
U16 L17 11.10 1.6252 -1.2811
L17 U18 9.43 1.3805 0.9517
U18 L19 9.44 1.3795 -0.9503
TABLE 3.1 DEAD LOADS AT LOWER PANEL POINTS

--------------------------------
PP FLOOR SLAB RAILING UTILITY TRUSS BRACING ADDITIONAL TOTAL

NO STEEL + WS + CURB + ACCESS DL DL DL DL
(K) (K) (K) (K) (K) (K) (K) (K)
L 1 0.00 0.00 0.00 0.00 0.31 0.98 0.00 1.29

L 3 0.00 3.15 0.11 0.75 0.80 1.49 0.00 6.30
L 5 0.00 5.05 0.18 1.19 0.94 1.49 0.00 8.86
L 7 0.00 4.50 0.16 1.06 1.06 1.49 0.00 8.27
L 9 0.00 4.34 0.15 1.03 1.16 1.49 0.00 8.16
L 11 0.00 4.34 0.15 1.03 1.16 1.49 0.00 8.16
L 13 0.00 4.49 0.16 1.06 1.06 1.49 0.00 8.27
L 15 0.00 5.05 0.18 1.19 0.94 1.49 0.00 8.86
L 17 0.00 3.15 0.11 0.75 0.80 1.49 0.00 6.30
L 19 0.00 0.00 0.00 0.00 0.31 0.98 0.00 1.29
TABLE 3.2 DEAD LOADS AT UPPER PANEL POINTS

--------------------------------
PP FLOOR SLAB RAILING UTILITY TRUSS BRACING ADDITIONAL TOTAL

NO STEEL + WS + CURB + ACCESS DL DL DL DL
(K) (K) (K) (K) (K) (K) (K) (K)
U 2 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.40

U 3 0.00 -0.24 -0.01 -0.06 0.35 0.00 0.00 0.05
U 4 0.00 0.00 0.00 0.00 0.58 0.00 0.00 0.58
U 5 0.00 0.77 0.03 0.18 0.46 0.00 0.00 1.43
U 6 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.66
U 7 0.00 1.30 0.05 0.31 0.48 0.00 0.00 2.13
U 8 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.67
U 9 0.00 1.45 0.05 0.34 0.48 0.00 0.00 2.32
U 10 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.67
U 11 0.00 1.45 0.05 0.34 0.48 0.00 0.00 2.32
U 12 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.67
U 13 0.00 1.30 0.05 0.31 0.48 0.00 0.00 2.13
U 14 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.66
U 15 0.00 0.77 0.03 0.18 0.46 0.00 0.00 1.43
U 16 0.00 0.00 0.00 0.00 0.58 0.00 0.00 0.58
U 17 0.00 -0.24 -0.01 -0.06 0.35 0.00 0.00 0.05
U 18 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.40
TABLE 3.5 DEAD LOAD DEFLECTIONS (UNFACTORED)

---------------------
LOWER PANEL POINT DEFLECTIONS

------------------------------
DEFLECTIONS DUE TO TOTAL STEEL TOTAL DEAD LOAD DEFLECTIONS

PANEL ------------------------------ -----------------------------
POINT PP HORIZONTAL VERTICAL PP HORIZONTAL VERTICAL
NO LOAD DEFLECTION DEFLECTION LOAD DEFLECTION DEFLECTION
(K) (IN) (IN) (K) (IN) (IN)
L 1 1.29 0.0000 0.0000 1.29 0.0000 0.0000

L 3 2.29 0.0140 0.2436 6.30 0.0393 0.7011
L 5 2.43 0.0339 0.4211 8.86 0.0960 1.2193
L 7 2.56 0.0587 0.5379 8.27 0.1682 1.5601
L 9 2.65 0.0794 0.5964 8.16 0.2284 1.7310
L 11 2.65 0.1012 0.5964 8.16 0.2919 1.7310
L 13 2.55 0.1219 0.5379 8.27 0.3520 1.5602
L 15 2.43 0.1467 0.4212 8.86 0.4242 1.2194
L 17 2.29 0.1666 0.2437 6.30 0.4810 0.7012
L 19 1.29 0.1806 0.0000 1.29 0.5203 0.0000
TABLE 3.6 DEAD LOAD DEFLECTIONS (UNFACTORED)

---------------------
UPPER PANEL POINT DEFLECTIONS

------------------------------
DEFLECTIONS DUE TO TOTAL STEEL TOTAL DEAD LOAD DEFLECTIONS

PANEL ------------------------------ -----------------------------
POINT PP HORIZONTAL VERTICAL PP HORIZONTAL VERTICAL
NO LOAD DEFLECTION DEFLECTION LOAD DEFLECTION DEFLECTION
(K) (IN) (IN) (K) (IN) (IN)
U 2 0.40 0.1115 0.1306 0.40 0.3209 0.3747

U 3 0.35 0.1217 0.2437 0.05 0.3508 0.7011
U 4 0.58 0.1291 0.3403 0.58 0.3730 0.9826
U 5 0.46 0.1291 0.4213 1.43 0.3734 1.2200
U 6 0.66 0.1275 0.4873 0.66 0.3688 1.4117
U 7 0.48 0.1202 0.5381 2.13 0.3476 1.5611
U 8 0.67 0.1120 0.5728 0.67 0.3235 1.6613
U 9 0.48 0.1012 0.5967 2.32 0.2918 1.7322
U 10 0.67 0.0903 0.6035 0.67 0.2601 1.7511
U 11 0.48 0.0794 0.5967 2.32 0.2284 1.7322
U 12 0.67 0.0686 0.5728 0.67 0.1967 1.6614
U 13 0.48 0.0604 0.5381 2.13 0.1726 1.5612
U 14 0.66 0.0531 0.4874 0.66 0.1515 1.4120
U 15 0.46 0.0515 0.4214 1.43 0.1468 1.2200
U 16 0.58 0.0516 0.3403 0.58 0.1472 0.9826
U 17 0.35 0.0589 0.2438 0.05 0.1694 0.7012
U 18 0.40 0.0691 0.1308 0.40 0.1994 0.3753
TABLE 3.9 DEAD LOAD FORCES AND ADJUSTED LENGTHS IN LOWER CHORD (UNFACTORED)
-----------------------------------------------------
TOTAL STEEL TOTAL DEAD LOAD

MEMBER -------------------- --------------------
FORCE ADJ LENGTH FORCE ADJ LENGTH
(K) (FT) (K) (FT)
L 1 L 3 15.1 13.6712 42.2 13.6733

L 3 L 5 30.9 13.6617 88.5 13.6647
L 5 L 7 38.8 13.6721 112.5 13.6760
L 7 L 9 43.1 13.6717 125.6 13.6750
L 9 L 11 45.5 13.6718 132.5 13.6753
L 11 L 13 43.1 13.6617 125.6 13.6650
L 13 L 15 38.8 13.6721 112.5 13.6760
L 15 L 17 30.9 13.6617 88.5 13.6647
L 17 L 19 15.1 13.6712 42.3 13.6733
TABLE 3.10 DEAD LOAD FORCES AND ADJUSTED LENGTHS IN UPPER CHORD (UNFACTORED)
-----------------------------------------------------

MEMBER -------------------- --------------------
(K) (FT) (K) (FT)
U 2 U 3 -25.7 6.9320 -72.6 6.9307

U 3 U 4 -25.7 6.9205 -72.6 6.9193
U 4 U 5 -36.4 6.8703 -105.8 6.8689
U 5 U 6 -36.4 6.8703 -105.8 6.8689
U 6 U 7 -42.1 6.8497 -122.8 6.8481
U 7 U 8 -42.1 6.8392 -122.7 6.8376
U 8 U 9 -45.3 6.8391 -132.3 6.8374
U 9 U 10 -45.3 6.8291 -132.3 6.8274
U 10 U 11 -45.3 6.8391 -132.3 6.8374
U 11 U 12 -45.3 6.8291 -132.3 6.8274
U 12 U 13 -42.1 6.8392 -122.7 6.8376
U 13 U 14 -42.1 6.8397 -122.8 6.8381
U 14 U 15 -36.4 6.8803 -105.8 6.8789
U 15 U 16 -36.4 6.8703 -105.8 6.8689
U 16 U 17 -25.7 6.9205 -72.6 6.9193
U 17 U 18 -25.7 6.9222 -72.6 6.9209
TABLE 3.12 DEAD LOAD FORCES AND ADJUSTED LENGTHS IN VERT. MEMBERS (UNFACTORED)
------------------------------------------------------

MEMBER --------------------------- --------------------------
TOP BOTTOM TOP BOTTOM
(K) (K) (FT) (K) (K) (FT)
L 3 U 3 -0.3 -0.3 7.6300 -0.3 -4.0 7.6300

L 5 U 5 -0.5 -0.5 9.5000 -0.5 -7.9 9.5001
L 7 U 7 -0.4 -0.4 10.6300 -0.3 -7.7 10.6301
L 9 U 9 -0.5 -0.5 11.0000 -0.5 -7.8 11.0001
L 11 U 11 -0.5 -0.5 11.0000 -0.5 -7.8 11.0001
L 13 U 13 -0.4 -0.4 10.6300 -0.3 -7.7 10.6301
L 15 U 15 -0.5 -0.5 9.5000 -0.4 -7.8 9.5001
L 17 U 17 -0.3 -0.3 7.6300 -0.2 -4.0 7.6300
TABLE 3.13 DEAD LOAD FORCES AND ADJUSTED LENGTHS IN DIAG. MEMBERS (UNFACTORED)
------------------------------------------------------

MEMBER -------------------- --------------------
(K) (FT) (K) (FT)
L 1 U 2 -20.8 9.4279 -58.3 9.4265

U 2 L 3 14.2 9.4365 40.6 9.4376
L 3 U 4 -9.1 11.0996 -27.5 11.0987
U 4 L 5 8.6 11.1005 27.0 11.1014
L 5 U 6 -4.6 12.3169 -13.2 12.3164
U 6 L 7 5.8 12.3230 18.1 12.3237
L 7 U 8 -2.2 12.9478 -5.7 12.9476
U 8 L 9 4.1 12.9534 12.7 12.9539
L 9 U 10 -0.4 12.9479 -0.4 12.9479
U 10 L 11 -0.4 12.9532 -0.4 12.9532
L 11 U 12 4.1 12.9482 12.7 12.9487
U 12 L 13 -2.2 12.9478 -5.7 12.9476
L 13 U 14 5.8 12.3174 18.1 12.3181
U 14 L 15 -4.6 12.3224 -13.2 12.3219
L 15 U 16 8.6 11.1005 27.0 11.1014
U 16 L 17 -9.1 11.0996 -27.5 11.0987
L 17 U 18 14.1 9.4292 40.5 9.4303
U 18 L 19 -20.8 9.4351 -58.3 9.4337
TABLE 3.14 DEAD LOAD REACTIONS (UNFACTORED)

--------------------------------
PANEL TOTAL STEEL REACTIONS TOTAL DEAD LOAD REACTIONS
POINT --------------------- -------------------------
NO HORIZONTAL VERTICAL HORIZONTAL VERTICAL
(K or KN) (K or KN) (K or KN) (K or KN)
L 1 0.00 15.64 0.00 41.47
L 19 0.00 15.64 0.00 41.47
TABLE 3.15 TOTAL TRUSS STEEL WEIGHT

------------------------
TRUSS FLOOR BRACING TOTAL

STEEL STEEL STEEL
(K) (K) (K) (K)
17.4 0.0 13.9 31.3
TABLE 4.0 OUTPUT LANE FACTOR

------------------
LIVE LOAD OUTPUT

----------------
NUMBER OF DESIGN TRAFFIC LANES = 1
LANE FACTOR TO TRUSS = 0.6714 FOR 1 LANE AFTER 0.00 REDUCTION
TABLE 5.1 MAXIMUM LIVE LOAD FORCE IN LOWER CHORDS (UNFACTORED)

---------------------------------------
ASSHTO LOADING RESULTS

----------------------
MAX TENSILE FORCE MAX COMPRESSIVE FORCE

MEMBER ----------------------- -----------------------
LL LL+I LOAD LL LL+I LOAD
(K) (K) TYPE (K) (K) TYPE
L 1 L 3 41.30 45.43 HS 0.00 0.00

L 3 L 5 79.50 87.44 HS 0.00 0.00
L 5 L 7 98.50 108.35 HS 0.00 0.00
L 7 L 9 110.76 121.84 HS 0.00 0.00
L 9 L11 116.38 128.02 HS 0.00 0.00
L11 L13 110.77 121.85 HS 0.00 0.00
L13 L15 98.51 108.36 HS 0.00 0.00
L15 L17 79.50 87.45 HS 0.00 0.00
L17 L19 41.36 45.50 HS 0.00 0.00
TABLE 5.2 MAXIMUM LIVE LOAD FORCE IN UPPER CHORDS (UNFACTORED)

---------------------------------------

----------------------

MEMBER ----------------------- -----------------------
U 2 U 3 0.00 0.00 -71.37 -78.51 HS

U 3 U 4 0.00 0.00 -71.36 -78.49 HS
U 4 U 5 0.00 0.00 -98.20 -108.02 HS
U 5 U 6 0.00 0.00 -98.20 -108.02 HS
U 6 U 7 0.00 0.00 -110.33 -121.36 HS
U 7 U 8 0.00 0.00 -110.32 -121.35 HS
U 8 U 9 0.00 0.00 -117.52 -129.27 HS
U 9 U10 0.00 0.00 -117.52 -129.27 HS
U10 U11 0.00 0.00 -117.52 -129.27 HS
U11 U12 0.00 0.00 -117.52 -129.27 HS
U12 U13 0.00 0.00 -110.33 -121.36 HS
U13 U14 0.00 0.00 -110.34 -121.37 HS
U14 U15 0.00 0.00 -98.20 -108.02 HS
U15 U16 0.00 0.00 -98.20 -108.02 HS
U16 U17 0.00 0.00 -71.36 -78.49 HS
U17 U18 0.00 0.00 -71.37 -78.51 HS
TABLE 5.4 MAXIMUM LIVE LOAD FORCE IN VERTICAL MEMBERS (UNFACTORED)

-------------------------------------------

----------------------

MEMBER ----------------------- -----------------------
L 3 U 3 T 0.09 0.09 HS 0.00 0.00

L 3 U 3 B 0.07 0.08 HS -21.40 -23.54 HS
L 5 U 5 T 0.00 0.00 0.00 0.00
L 5 U 5 B 0.00 0.00 -21.49 -23.63 HS
L 7 U 7 T 0.15 0.17 HS 0.00 0.00
L 7 U 7 B 0.12 0.14 HS -21.39 -23.53 HS
L 9 U 9 T 0.00 0.00 0.00 0.00
L 9 U 9 B 0.00 0.00 -21.49 -23.63 HS
L11 U11 T 0.00 0.00 0.00 0.00
L11 U11 B 0.00 0.00 -21.49 -23.63 HS
L13 U13 T 0.16 0.18 HS 0.00 0.00
L13 U13 B 0.13 0.14 HS -21.39 -23.53 HS
L15 U15 T 0.00 0.00 0.00 0.00
L15 U15 B 0.00 0.00 -21.48 -23.63 HS
L17 U17 T 0.10 0.11 HS 0.00 0.00
L17 U17 B 0.09 0.10 HS -21.44 -23.58 HS
TABLE 5.5 MAXIMUM LIVE LOAD FORCE IN DIAGONAL MEMBERS (UNFACTORED)

---------------------------------------------

----------------------

MEMBER ----------------------- -----------------------
L 1 U 2 0.00 0.00 -57.01 -62.71 HS

U 2 L 3 40.17 44.19 HS 0.00 0.00
L 3 U 4 8.80 9.69 L -30.40 -33.44 HS
U 4 L 5 29.45 32.39 HS -5.45 -5.99 L
L 5 U 6 13.13 14.44 L -23.48 -25.83 HS
U 6 L 7 26.98 29.68 HS -8.77 -9.64 L
L 7 U 8 19.82 21.80 HS -21.59 -23.75 HS
U 8 L 9 27.31 30.04 HS -13.99 -15.38 HS
L 9 U10 20.97 23.07 HS -20.97 -23.07 HS
U10 L11 20.98 23.08 HS -20.98 -23.08 HS
L11 U12 27.30 30.03 HS -14.65 -16.11 HS
U12 L13 20.77 22.85 HS -21.59 -23.75 HS
L13 U14 26.96 29.65 HS -12.20 -13.42 HS
U14 L15 17.97 19.77 HS -23.51 -25.86 HS
L15 U16 29.45 32.39 HS -6.38 -7.02 HS
U16 L17 10.19 11.21 L -30.40 -33.44 HS
L17 U18 40.11 44.12 HS 0.00 0.00
U18 L19 0.00 0.00 -57.06 -62.76 HS
TABLE 5.7 MAXIMUM LIVE LOAD REACTIONS (UNFACTORED)

------------------------------
AASHTO LOADING RESULTS
----------------------
PP MAX POSITIVE REACTIONS MAX NEGATIVE REACTIONS

NO ---------------------- ----------------------
LL LL + I LOAD LL LL + I LOAD
L 1 39.3 43.2 HS 0.0 0.0

L 19 39.3 43.2 HS 0.0 0.0
TABLE 5.8 VERTICAL DEFLECTIONS(LL+I) (UNFACTORED)

-----------------------------
----------------------
PP MAX POS LOAD MAX NEG LOAD ALLOWABLE

NO DEFL TYPE DEFL TYPE DEFLECTION
(IN) (IN) (IN)
L 1 0.0000 0.0000 0.0000

L 2 0.5601 HS 0.0000 1.8450
L 3 0.9786 HS 0.0000 1.8450
L 4 1.2621 HS 0.0000 1.8450
L 5 1.4131 HS 0.0000 1.8450
L 6 1.4166 HS 0.0000 1.8450
L 7 1.2721 HS 0.0000 1.8450
L 8 0.9933 HS 0.0000 1.8450
L 9 0.5756 HS 0.0000 1.8450
L 10 0.0000 HS 0.0000 0.0000

---------------------------------------
(FOR TRUCK 1 )

MEMBER ----------------------- -----------------------
L 1 L 3 18.24 20.06 T1 0.00 0.00 T1

L 3 L 5 35.43 38.97 T1 0.00 0.00 T1
L 5 L 7 43.30 47.63 T1 0.00 0.00 T1
L 7 L 9 47.98 52.78 T1 0.00 0.00 T1
L 9 L11 50.05 55.06 T1 0.00 0.00 T1
L11 L13 47.99 52.78 T1 0.00 0.00 T1
L13 L15 43.31 47.64 T1 0.00 0.00 T1
L15 L17 35.43 38.97 T1 0.00 0.00 T1
L17 L19 18.27 20.09 T1 0.00 0.00 T1
---------------------------------------
(FOR TRUCK 1 )

MEMBER ----------------------- -----------------------
U 2 U 3 0.00 0.00 T1 -31.52 -34.67 T1

U 3 U 4 0.00 0.00 T1 -31.52 -34.67 T1
U 4 U 5 0.00 0.00 T1 -43.76 -48.14 T1
U 5 U 6 0.00 0.00 T1 -43.76 -48.14 T1
U 6 U 7 0.00 0.00 T1 -49.77 -54.74 T1
U 7 U 8 0.00 0.00 T1 -49.76 -54.74 T1
U 8 U 9 0.00 0.00 T1 -52.90 -58.19 T1
U 9 U10 0.00 0.00 T1 -52.90 -58.19 T1
U10 U11 0.00 0.00 T1 -52.90 -58.19 T1
U11 U12 0.00 0.00 T1 -52.90 -58.19 T1
U12 U13 0.00 0.00 T1 -49.76 -54.74 T1
U13 U14 0.00 0.00 T1 -49.77 -54.74 T1
U14 U15 0.00 0.00 T1 -43.76 -48.14 T1
U15 U16 0.00 0.00 T1 -43.76 -48.14 T1
U16 U17 0.00 0.00 T1 -31.52 -34.67 T1
U17 U18 0.00 0.00 T1 -31.52 -34.68 T1

-------------------------------------------
(FOR TRUCK 1 )

MEMBER ----------------------- -----------------------
L 3 U 3 T 0.04 0.04 T1 0.00 0.00 T1

L 3 U 3 B 0.03 0.04 T1 -15.19 -16.71 T1
L 5 U 5 T 0.00 0.00 T1 0.00 0.00 T1
L 5 U 5 B 0.00 0.00 T1 -15.23 -16.75 T1
L 7 U 7 T 0.07 0.08 T1 0.00 0.00 T1
L 7 U 7 B 0.06 0.06 T1 -15.16 -16.68 T1
L 9 U 9 T 0.00 0.00 T1 0.00 0.00 T1
L 9 U 9 B 0.00 0.00 T1 -15.23 -16.75 T1
L11 U11 T 0.00 0.00 T1 0.00 0.00 T1
L11 U11 B 0.00 0.00 T1 -15.23 -16.75 T1
L13 U13 T 0.07 0.08 T1 0.00 0.00 T1
L13 U13 B 0.06 0.07 T1 -15.16 -16.67 T1
L15 U15 T 0.00 0.00 T1 0.00 0.00 T1
L15 U15 B 0.00 0.00 T1 -15.23 -16.75 T1
L17 U17 T 0.05 0.05 T1 0.00 0.00 T1
L17 U17 B 0.04 0.04 T1 -15.19 -16.71 T1

--------------------------------------------
(FOR TRUCK 1 )

MEMBER ----------------------- -----------------------
L 1 U 2 0.00 0.00 T1 -25.18 -27.70 T1

U 2 L 3 17.74 19.51 T1 0.00 0.00 T1
L 3 U 4 6.34 6.98 T1 -13.55 -14.90 T1
U 4 L 5 13.12 14.43 T1 -3.99 -4.39 T1
L 5 U 6 9.95 10.94 T1 -10.59 -11.65 T1
U 6 L 7 12.17 13.39 T1 -6.75 -7.42 T1
L 7 U 8 10.29 11.32 T1 -9.91 -10.90 T1
U 8 L 9 12.53 13.79 T1 -7.26 -7.99 T1
L 9 U10 9.90 10.89 T1 -9.89 -10.88 T1
U10 L11 9.90 10.89 T1 -9.90 -10.89 T1
L11 U12 12.53 13.78 T1 -7.26 -7.99 T1
U12 L13 10.29 11.32 T1 -9.91 -10.90 T1
L13 U14 12.16 13.38 T1 -6.75 -7.42 T1
U14 L15 9.94 10.94 T1 -10.60 -11.66 T1
L15 U16 13.12 14.43 T1 -4.52 -4.97 T1
U16 L17 7.19 7.91 T1 -13.55 -14.90 T1
L17 U18 17.72 19.49 T1 0.00 0.00 T1
U18 L19 0.00 0.00 T1 -25.20 -27.72 T1

----------------------------
(FOR TRUCK 1 )

NO ---------------------- ----------------------
L 1 17.4 19.1 T1 0.0 0.0 T1

L 19 17.4 19.1 T1 0.0 0.0 T1

-------------------------
(FOR TRUCK 1 )

(IN) (IN) (IN)
L 1 0.0000 T1 0.0000 T1 0.0000

L 2 0.2469 T1 0.0000 T1 1.8450
L 3 0.4332 T1 0.0000 T1 1.8450
L 4 0.5642 T1 0.0000 T1 1.8450
L 5 0.6379 T1 0.0000 T1 1.8450
L 6 0.6379 T1 0.0000 T1 1.8450
L 7 0.5642 T1 0.0000 T1 1.8450
L 8 0.4332 T1 0.0000 T1 1.8450
L 9 0.2470 T1 0.0000 T1 1.8450
L 10 0.0000 T1 0.0000 T1 0.0000

---------------------------------------
(FOR TRUCK 2 )

MEMBER ----------------------- -----------------------
L 1 L 3 27.49 30.24 T2 0.00 0.00 T2

L 3 L 5 53.26 58.59 T2 0.00 0.00 T2
L 5 L 7 65.64 72.20 T2 0.00 0.00 T2
L 7 L 9 72.89 80.18 T2 0.00 0.00 T2
L 9 L11 76.63 84.29 T2 0.00 0.00 T2
L11 L13 72.90 80.19 T2 0.00 0.00 T2
L13 L15 65.65 72.22 T2 0.00 0.00 T2
L15 L17 53.26 58.59 T2 0.00 0.00 T2
L17 L19 27.53 30.29 T2 0.00 0.00 T2

---------------------------------------
(FOR TRUCK 2 )

MEMBER ----------------------- -----------------------
U 2 U 3 0.00 0.00 T2 -47.51 -52.27 T2

U 3 U 4 0.00 0.00 T2 -47.50 -52.26 T2
U 4 U 5 0.00 0.00 T2 -65.79 -72.37 T2
U 5 U 6 0.00 0.00 T2 -65.79 -72.37 T2
U 6 U 7 0.00 0.00 T2 -74.56 -82.02 T2
U 7 U 8 0.00 0.00 T2 -74.56 -82.01 T2
U 8 U 9 0.00 0.00 T2 -79.71 -87.69 T2
U 9 U10 0.00 0.00 T2 -79.71 -87.69 T2
U10 U11 0.00 0.00 T2 -79.71 -87.68 T2
U11 U12 0.00 0.00 T2 -79.71 -87.68 T2
U12 U13 0.00 0.00 T2 -74.56 -82.02 T2
U13 U14 0.00 0.00 T2 -74.57 -82.02 T2
U14 U15 0.00 0.00 T2 -65.79 -72.37 T2
U15 U16 0.00 0.00 T2 -65.80 -72.37 T2
U16 U17 0.00 0.00 T2 -47.51 -52.26 T2
U17 U18 0.00 0.00 T2 -47.52 -52.27 T2

-------------------------------------------
(FOR TRUCK 2 )

MEMBER ----------------------- -----------------------
L 3 U 3 T 0.06 0.06 T2 0.00 0.00 T2

L 3 U 3 B 0.05 0.05 T2 -19.44 -21.39 T2
L 5 U 5 T 0.00 0.00 T2 0.00 0.00 T2
L 5 U 5 B 0.00 0.00 T2 -21.65 -23.81 T2
L 7 U 7 T 0.10 0.11 T2 0.00 0.00 T2
L 7 U 7 B 0.08 0.09 T2 -21.55 -23.70 T2
L 9 U 9 T 0.00 0.00 T2 0.00 0.00 T2
L 9 U 9 B 0.00 0.00 T2 -21.65 -23.82 T2
L11 U11 T 0.00 0.00 T2 0.00 0.00 T2
L11 U11 B 0.00 0.00 T2 -21.65 -23.82 T2
L13 U13 T 0.11 0.12 T2 0.00 0.00 T2
L13 U13 B 0.09 0.10 T2 -21.54 -23.69 T2
L15 U15 T 0.00 0.00 T2 0.00 0.00 T2
L15 U15 B 0.00 0.00 T2 -21.64 -23.81 T2
L17 U17 T 0.07 0.08 T2 0.00 0.00 T2
L17 U17 B 0.06 0.07 T2 -21.59 -23.75 T2

--------------------------------------------
(FOR TRUCK 2 )

MEMBER ----------------------- -----------------------
L 1 U 2 0.00 0.00 T2 -37.95 -41.75 T2

U 2 L 3 26.74 29.42 T2 0.00 0.00 T2
L 3 U 4 6.88 7.56 T2 -20.37 -22.40 T2
U 4 L 5 19.73 21.70 T2 -3.53 -3.88 T2
L 5 U 6 12.00 13.20 T2 -15.87 -17.45 T2
U 6 L 7 18.23 20.06 T2 -8.07 -8.88 T2
L 7 U 8 15.03 16.53 T2 -14.78 -16.25 T2
U 8 L 9 18.69 20.56 T2 -10.61 -11.67 T2
L 9 U10 14.64 16.11 T2 -14.64 -16.10 T2
U10 L11 14.65 16.11 T2 -14.65 -16.11 T2
L11 U12 18.68 20.55 T2 -10.60 -11.66 T2
U12 L13 15.03 16.53 T2 -14.78 -16.26 T2
L13 U14 18.22 20.04 T2 -9.57 -10.53 T2
U14 L15 14.10 15.51 T2 -15.89 -17.47 T2
L15 U16 19.73 21.70 T2 -5.79 -6.36 T2
U16 L17 9.20 10.12 T2 -20.37 -22.40 T2
L17 U18 26.70 29.37 T2 0.00 0.00 T2
U18 L19 0.00 0.00 T2 -37.98 -41.78 T2

----------------------------
(FOR TRUCK 2 )

NO ---------------------- ----------------------
L 1 26.2 28.8 T2 0.0 0.0 T2

L 19 26.2 28.8 T2 0.0 0.0 T2

-------------------------
(FOR TRUCK 2 )

(IN) (IN) (IN)
L 1 0.0000 T2 0.0000 T2 0.0000

L 2 0.3771 T2 0.0000 T2 1.8450
L 3 0.6634 T2 0.0000 T2 1.8450
L 4 0.8616 T2 0.0000 T2 1.8450
L 5 0.9713 T2 0.0000 T2 1.8450
L 6 0.9713 T2 0.0000 T2 1.8450
L 7 0.8617 T2 0.0000 T2 1.8450
L 8 0.6634 T2 0.0000 T2 1.8450
L 9 0.3772 T2 0.0000 T2 1.8450
L 10 0.0000 T2 0.0000 T2 0.0000

---------------------------------------
(FOR TRUCK 3 )

MEMBER ----------------------- -----------------------
L 1 L 3 31.66 34.83 T3 0.00 0.00 T3

L 3 L 5 61.77 67.95 T3 0.00 0.00 T3
L 5 L 7 76.15 83.76 T3 0.00 0.00 T3
L 7 L 9 84.62 93.08 T3 0.00 0.00 T3
L 9 L11 88.51 97.36 T3 0.00 0.00 T3
L11 L13 84.63 93.09 T3 0.00 0.00 T3
L13 L15 76.16 83.78 T3 0.00 0.00 T3
L15 L17 61.77 67.95 T3 0.00 0.00 T3
L17 L19 31.71 34.88 T3 0.00 0.00 T3

---------------------------------------
(FOR TRUCK 3 )

MEMBER ----------------------- -----------------------
U 2 U 3 0.00 0.00 T3 -54.72 -60.19 T3

U 3 U 4 0.00 0.00 T3 -54.71 -60.18 T3
U 4 U 5 0.00 0.00 T3 -75.55 -83.10 T3
U 5 U 6 0.00 0.00 T3 -75.55 -83.10 T3
U 6 U 7 0.00 0.00 T3 -86.29 -94.92 T3
U 7 U 8 0.00 0.00 T3 -86.28 -94.91 T3
U 8 U 9 0.00 0.00 T3 -92.13 -101.34 T3
U 9 U10 0.00 0.00 T3 -92.13 -101.34 T3
U10 U11 0.00 0.00 T3 -92.13 -101.34 T3
U11 U12 0.00 0.00 T3 -92.13 -101.34 T3
U12 U13 0.00 0.00 T3 -86.28 -94.91 T3
U13 U14 0.00 0.00 T3 -86.29 -94.92 T3
U14 U15 0.00 0.00 T3 -75.55 -83.10 T3
U15 U16 0.00 0.00 T3 -75.55 -83.10 T3
U16 U17 0.00 0.00 T3 -54.71 -60.18 T3
U17 U18 0.00 0.00 T3 -54.72 -60.19 T3

-------------------------------------------
(FOR TRUCK 3 )

MEMBER ----------------------- -----------------------
L 3 U 3 T 0.07 0.07 T3 0.00 0.00 T3

L 3 U 3 B 0.06 0.06 T3 -19.90 -21.88 T3
L 5 U 5 T 0.00 0.00 T3 0.00 0.00 T3
L 5 U 5 B 0.00 0.00 T3 -22.70 -24.97 T3
L 7 U 7 T 0.12 0.13 T3 0.00 0.00 T3
L 7 U 7 B 0.10 0.11 T3 -22.58 -24.84 T3
L 9 U 9 T 0.00 0.00 T3 0.00 0.00 T3
L 9 U 9 B 0.00 0.00 T3 -22.70 -24.97 T3
L11 U11 T 0.00 0.00 T3 0.00 0.00 T3
L11 U11 B 0.00 0.00 T3 -22.70 -24.97 T3
L13 U13 T 0.13 0.14 T3 0.00 0.00 T3
L13 U13 B 0.10 0.11 T3 -22.58 -24.83 T3
L15 U15 T 0.00 0.00 T3 0.00 0.00 T3
L15 U15 B 0.00 0.00 T3 -22.69 -24.96 T3
L17 U17 T 0.08 0.09 T3 0.00 0.00 T3
L17 U17 B 0.07 0.08 T3 -22.64 -24.90 T3

--------------------------------------------
(FOR TRUCK 3 )

MEMBER ----------------------- -----------------------
L 1 U 2 0.00 0.00 T3 -43.71 -48.08 T3

U 2 L 3 30.80 33.88 T3 0.00 0.00 T3
L 3 U 4 5.66 6.23 T3 -23.39 -25.72 T3
U 4 L 5 22.65 24.92 T3 -2.91 -3.20 T3
L 5 U 6 13.54 14.89 T3 -18.15 -19.96 T3
U 6 L 7 20.85 22.94 T3 -9.19 -10.11 T3
L 7 U 8 16.67 18.34 T3 -16.80 -18.48 T3
U 8 L 9 21.25 23.38 T3 -11.76 -12.94 T3
L 9 U10 16.50 18.15 T3 -16.50 -18.15 T3
U10 L11 16.51 18.16 T3 -16.51 -18.16 T3
L11 U12 21.24 23.37 T3 -11.76 -12.93 T3
U12 L13 16.67 18.34 T3 -16.81 -18.49 T3
L13 U14 20.84 22.92 T3 -10.24 -11.26 T3
U14 L15 15.08 16.59 T3 -18.17 -19.99 T3
L15 U16 22.65 24.92 T3 -5.92 -6.51 T3
U16 L17 9.42 10.36 T3 -23.39 -25.72 T3
L17 U18 30.75 33.83 T3 0.00 0.00 T3
U18 L19 0.00 0.00 T3 -43.74 -48.12 T3

----------------------------
(FOR TRUCK 3 )

NO ---------------------- ----------------------
L 1 30.1 33.1 T3 0.0 0.0 T3

L 19 30.1 33.1 T3 0.0 0.0 T3

-------------------------
(FOR TRUCK 3 )

(IN) (IN) (IN)
L 1 0.0000 T3 0.0000 T3 0.0000

L 2 0.4413 T3 0.0000 T3 1.8450
L 3 0.7740 T3 0.0000 T3 1.8450
L 4 1.0078 T3 0.0000 T3 1.8450
L 5 1.1336 T3 0.0000 T3 1.8450
L 6 1.1336 T3 0.0000 T3 1.8450
L 7 1.0078 T3 0.0000 T3 1.8450
L 8 0.7741 T3 0.0000 T3 1.8450
L 9 0.4413 T3 0.0000 T3 1.8450
L 10 0.0000 T3 0.0000 T3 0.0000
TABLE 10.1 DL+LL+I FORCE SUMMARY FOR LOWER CHORD MEMBERS (FACTORED)
---------------------------------------------

----------------------
MAXIMUM MAXIMUM MAXIMUM MINIMUM

TOTAL TENSION COMPRESSION MEMBER FORCE MEMBER FORCE
MEMBER DEAD --------- ----------- ------------ ------------
LOAD LL+I TYPE LL+I TYPE DL+LL+I TYPE DL+LL+I TYPE
(K) (K) (K) (K) (K)
L 1 L 3 54.89 98.58 HS 0.00 153.47 HS 54.89

L 3 L 5 115.11 189.75 HS 0.00 304.87 HS 115.11
L 5 L 7 146.25 235.11 HS 0.00 381.36 HS 146.25
L 7 L 9 163.25 264.40 HS 0.00 427.64 HS 163.25
L 9 L11 172.26 277.81 HS 0.00 450.07 HS 172.26
L11 L13 163.25 264.42 HS 0.00 427.67 HS 163.25
L13 L15 146.28 235.15 HS 0.00 381.42 HS 146.28
L15 L17 115.11 189.76 HS 0.00 304.87 HS 115.11
L17 L19 54.97 98.73 HS 0.00 153.69 HS 54.97
TABLE 10.2 DL+LL+I FORCE SUMMARY FOR UPPER CHORD MEMBERS (FACTORED)
---------------------------------------------

----------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
U 2 U 3 -94.38 0.00 -170.36 HS -94.38 -264.74 HS

U 3 U 4 -94.36 0.00 -170.33 HS -94.36 -264.69 HS
U 4 U 5 -137.54 0.00 -234.40 HS -137.54 -371.94 HS
U 5 U 6 -137.54 0.00 -234.40 HS -137.54 -371.94 HS
U 6 U 7 -159.58 0.00 -263.35 HS -159.58 -422.93 HS
U 7 U 8 -159.57 0.00 -263.33 HS -159.57 -422.90 HS
U 8 U 9 -171.99 0.00 -280.53 HS -171.99 -452.52 HS
U 9 U10 -171.99 0.00 -280.53 HS -171.99 -452.52 HS
U10 U11 -171.99 0.00 -280.52 HS -171.99 -452.51 HS
U11 U12 -171.99 0.00 -280.52 HS -171.99 -452.51 HS
U12 U13 -159.57 0.00 -263.35 HS -159.57 -422.92 HS
U13 U14 -159.58 0.00 -263.37 HS -159.58 -422.95 HS
U14 U15 -137.54 0.00 -234.40 HS -137.54 -371.94 HS
U15 U16 -137.54 0.00 -234.41 HS -137.54 -371.95 HS
U16 U17 -94.36 0.00 -170.33 HS -94.36 -264.69 HS
U17 U18 -94.38 0.00 -170.37 HS -94.38 -264.75 HS
TABLE 10.4 DL+LL+I FORCE SUMMARY FOR VERTICAL MEMBERS (FACTORED)

------------------------------------------

----------------------

MEMBER LCT DEAD --------- ----------- ------------ ------------

(K) (K) (K) (K) (K)
L 3 U 3 T -0.35 0.21 HS 0.00 -0.14 HS -0.35

L 3 U 3 B -5.17 0.18 HS -51.08 HS -4.99 HS -56.25 HS
L 5 U 5 T -0.60 0.00 0.00 -0.60 -0.60
L 5 U 5 B -10.22 0.00 -51.29 HS -10.22 -61.50 HS
L 7 U 7 T -0.40 0.36 HS 0.00 -0.04 HS -0.40
L 7 U 7 B -9.98 0.30 HS -51.07 HS -9.68 HS -61.04 HS
L 9 U 9 T -0.63 0.00 0.00 -0.63 -0.63
L 9 U 9 B -10.19 0.00 -51.29 HS -10.19 -61.48 HS
L11 U11 T -0.63 0.00 0.00 -0.63 -0.63
L11 U11 B -10.19 0.00 -51.29 HS -10.19 -61.47 HS
L13 U13 T -0.39 0.39 HS 0.00 0.00 HS -0.39
L13 U13 B -9.96 0.31 HS -51.06 HS -9.65 HS -61.02 HS
L15 U15 T -0.58 0.00 0.00 -0.58 -0.58
L15 U15 B -10.19 0.00 -51.27 HS -10.19 -61.46 HS
L17 U17 T -0.32 0.25 HS 0.00 -0.08 HS -0.32
L17 U17 B -5.14 0.21 HS -51.17 HS -4.93 HS -56.31 HS
TABLE 10.5 DL+LL+I FORCE SUMMARY FOR DIAGONAL MEMBERS (FACTORED)

------------------------------------------

----------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 U 2 -75.77 0.00 -136.09 HS -75.77 -211.86 HS

U 2 L 3 52.74 95.88 HS 0.00 148.62 HS 52.74
L 3 U 4 -35.75 21.02 L -72.56 HS -14.73 L -108.31 HS
U 4 L 5 35.11 70.29 HS -13.01 L 105.40 HS 22.11 L
L 5 U 6 -17.18 31.34 L -56.04 HS 14.15 L -73.23 HS
U 6 L 7 23.57 64.40 HS -20.92 L 87.97 HS 2.65 L
L 7 U 8 -7.42 47.31 HS -51.54 HS 39.89 HS -58.96 HS
U 8 L 9 16.56 65.18 HS -33.38 HS 81.74 HS -16.82 HS
L 9 U10 -0.51 50.06 HS -50.06 HS 49.55 HS -50.57 HS
U10 L11 -0.52 50.08 HS -50.08 HS 49.56 HS -50.60 HS
L11 U12 16.56 65.16 HS -34.96 HS 81.72 HS -18.40 HS
U12 L13 -7.43 49.58 HS -51.55 HS 42.15 HS -58.98 HS
L13 U14 23.55 64.35 HS -29.12 HS 87.89 HS -5.58 HS
U14 L15 -17.22 42.90 HS -56.11 HS 25.68 HS -73.33 HS
L15 U16 35.11 70.29 HS -15.23 HS 105.40 HS 19.89 HS
U16 L17 -35.75 24.33 L -72.56 HS -11.43 L -108.31 HS
L17 U18 52.66 95.75 HS 0.00 148.41 HS 52.66
U18 L19 -75.83 0.00 -136.19 HS -75.83 -212.02 HS
---------------------------------------------
STATE VEHICLE T1 LOADING RESULTS

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 L 3 54.89 26.08 T1 0.00 T1 80.97 T1 54.89 T1

L 3 L 5 115.11 50.66 T1 0.00 T1 165.77 T1 115.11 T1
L 5 L 7 146.25 61.92 T1 0.00 T1 208.16 T1 146.25 T1
L 7 L 9 163.25 68.61 T1 0.00 T1 231.86 T1 163.25 T1
L 9 L11 172.26 71.58 T1 0.00 T1 243.84 T1 172.26 T1
L11 L13 163.25 68.62 T1 0.00 T1 231.87 T1 163.25 T1
L13 L15 146.28 61.93 T1 0.00 T1 208.21 T1 146.28 T1
L15 L17 115.11 50.66 T1 0.00 T1 165.77 T1 115.11 T1
L17 L19 54.97 26.12 T1 0.00 T1 81.09 T1 54.97 T1
---------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
U 2 U 3 -94.38 0.00 T1 -45.08 T1 -94.38 T1 -139.45 T1

U 3 U 4 -94.36 0.00 T1 -45.07 T1 -94.36 T1 -139.43 T1
U 4 U 5 -137.54 0.00 T1 -62.58 T1 -137.54 T1 -200.12 T1
U 5 U 6 -137.54 0.00 T1 -62.58 T1 -137.54 T1 -200.12 T1
U 6 U 7 -159.58 0.00 T1 -71.16 T1 -159.58 T1 -230.74 T1
U 7 U 8 -159.57 0.00 T1 -71.16 T1 -159.57 T1 -230.72 T1
U 8 U 9 -171.99 0.00 T1 -75.65 T1 -171.99 T1 -247.64 T1
U 9 U10 -171.99 0.00 T1 -75.65 T1 -171.99 T1 -247.64 T1
U10 U11 -171.99 0.00 T1 -75.65 T1 -171.99 T1 -247.63 T1
U11 U12 -171.99 0.00 T1 -75.65 T1 -171.99 T1 -247.63 T1
U12 U13 -159.57 0.00 T1 -71.16 T1 -159.57 T1 -230.73 T1
U13 U14 -159.58 0.00 T1 -71.17 T1 -159.58 T1 -230.75 T1
U14 U15 -137.54 0.00 T1 -62.58 T1 -137.54 T1 -200.12 T1
U15 U16 -137.54 0.00 T1 -62.58 T1 -137.54 T1 -200.12 T1
U16 U17 -94.36 0.00 T1 -45.07 T1 -94.36 T1 -139.43 T1
U17 U18 -94.38 0.00 T1 -45.08 T1 -94.38 T1 -139.46 T1

------------------------------------------

--------------------------------

MEMBER LCT DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 3 U 3 T -0.35 0.05 T1 0.00 T1 -0.29 T1 -0.35 T1

L 3 U 3 B -5.17 0.05 T1 -21.73 T1 -5.12 T1 -26.89 T1
L 5 U 5 T -0.60 0.00 T1 0.00 T1 -0.60 T1 -0.60 T1
L 5 U 5 B -10.22 0.00 T1 -21.78 T1 -10.22 T1 -32.00 T1
L 7 U 7 T -0.40 0.10 T1 0.00 T1 -0.30 T1 -0.40 T1
L 7 U 7 B -9.98 0.08 T1 -21.68 T1 -9.90 T1 -31.66 T1
L 9 U 9 T -0.63 0.00 T1 0.00 T1 -0.63 T1 -0.63 T1
L 9 U 9 B -10.19 0.00 T1 -21.78 T1 -10.19 T1 -31.97 T1
L11 U11 T -0.63 0.00 T1 0.00 T1 -0.63 T1 -0.63 T1
L11 U11 B -10.19 0.00 T1 -21.78 T1 -10.19 T1 -31.97 T1
L13 U13 T -0.39 0.10 T1 0.00 T1 -0.28 T1 -0.39 T1
L13 U13 B -9.96 0.09 T1 -21.68 T1 -9.88 T1 -31.64 T1
L15 U15 T -0.58 0.00 T1 0.00 T1 -0.58 T1 -0.58 T1
L15 U15 B -10.19 0.00 T1 -21.77 T1 -10.19 T1 -31.97 T1
L17 U17 T -0.32 0.07 T1 0.00 T1 -0.26 T1 -0.32 T1
L17 U17 B -5.14 0.06 T1 -21.72 T1 -5.09 T1 -26.87 T1

------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 U 2 -75.77 0.00 T1 -36.01 T1 -75.77 T1 -111.78 T1

U 2 L 3 52.74 25.37 T1 0.00 T1 78.10 T1 52.74 T1
L 3 U 4 -35.75 9.07 T1 -19.37 T1 -26.68 T1 -55.12 T1
U 4 L 5 35.11 18.77 T1 -5.70 T1 53.88 T1 29.41 T1
L 5 U 6 -17.18 14.22 T1 -15.14 T1 -2.96 T1 -32.33 T1
U 6 L 7 23.57 17.40 T1 -9.65 T1 40.98 T1 13.92 T1
L 7 U 8 -7.42 14.72 T1 -14.17 T1 7.30 T1 -21.60 T1
U 8 L 9 16.56 17.92 T1 -10.39 T1 34.49 T1 6.18 T1
L 9 U10 -0.51 14.15 T1 -14.15 T1 13.64 T1 -14.66 T1
U10 L11 -0.52 14.15 T1 -14.16 T1 13.64 T1 -14.68 T1
L11 U12 16.56 17.92 T1 -10.38 T1 34.48 T1 6.18 T1
U12 L13 -7.43 14.72 T1 -14.18 T1 7.29 T1 -21.61 T1
L13 U14 23.55 17.39 T1 -9.65 T1 40.93 T1 13.89 T1
U14 L15 -17.22 14.22 T1 -15.16 T1 -3.00 T1 -32.38 T1
L15 U16 35.11 18.77 T1 -6.47 T1 53.88 T1 28.65 T1
U16 L17 -35.75 10.28 T1 -19.37 T1 -25.47 T1 -55.12 T1
L17 U18 52.66 25.33 T1 0.00 T1 78.00 T1 52.66 T1
U18 L19 -75.83 0.00 T1 -36.03 T1 -75.83 T1 -111.86 T1
---------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 L 3 54.89 39.32 T2 0.00 T2 94.20 T2 54.89 T2

L 3 L 5 115.11 76.16 T2 0.00 T2 191.28 T2 115.11 T2
L 5 L 7 146.25 93.86 T2 0.00 T2 240.11 T2 146.25 T2
L 7 L 9 163.25 104.23 T2 0.00 T2 267.48 T2 163.25 T2
L 9 L11 172.26 109.57 T2 0.00 T2 281.84 T2 172.26 T2
L11 L13 163.25 104.24 T2 0.00 T2 267.49 T2 163.25 T2
L13 L15 146.28 93.89 T2 0.00 T2 240.16 T2 146.28 T2
L15 L17 115.11 76.17 T2 0.00 T2 191.28 T2 115.11 T2
L17 L19 54.97 39.37 T2 0.00 T2 94.34 T2 54.97 T2
---------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
U 2 U 3 -94.38 0.00 T2 -67.95 T2 -94.38 T2 -162.32 T2

U 3 U 4 -94.36 0.00 T2 -67.93 T2 -94.36 T2 -162.29 T2
U 4 U 5 -137.54 0.00 T2 -94.09 T2 -137.54 T2 -231.63 T2
U 5 U 6 -137.54 0.00 T2 -94.09 T2 -137.54 T2 -231.63 T2
U 6 U 7 -159.58 0.00 T2 -106.63 T2 -159.58 T2 -266.20 T2
U 7 U 8 -159.57 0.00 T2 -106.62 T2 -159.57 T2 -266.18 T2
U 8 U 9 -171.99 0.00 T2 -113.99 T2 -171.99 T2 -285.98 T2
U 9 U10 -171.99 0.00 T2 -113.99 T2 -171.99 T2 -285.98 T2
U10 U11 -171.99 0.00 T2 -113.99 T2 -171.99 T2 -285.98 T2
U11 U12 -171.99 0.00 T2 -113.99 T2 -171.99 T2 -285.98 T2
U12 U13 -159.57 0.00 T2 -106.62 T2 -159.57 T2 -266.19 T2
U13 U14 -159.58 0.00 T2 -106.63 T2 -159.58 T2 -266.21 T2
U14 U15 -137.54 0.00 T2 -94.09 T2 -137.54 T2 -231.62 T2
U15 U16 -137.54 0.00 T2 -94.09 T2 -137.54 T2 -231.63 T2
U16 U17 -94.36 0.00 T2 -67.93 T2 -94.36 T2 -162.29 T2
U17 U18 -94.38 0.00 T2 -67.95 T2 -94.38 T2 -162.33 T2

------------------------------------------

--------------------------------

MEMBER LCT DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 3 U 3 T -0.35 0.08 T2 0.00 T2 -0.26 T2 -0.35 T2

L 3 U 3 B -5.17 0.07 T2 -27.81 T2 -5.10 T2 -32.97 T2
L 5 U 5 T -0.60 0.00 T2 0.00 T2 -0.60 T2 -0.60 T2
L 5 U 5 B -10.22 0.00 T2 -30.96 T2 -10.22 T2 -41.17 T2
L 7 U 7 T -0.40 0.15 T2 0.00 T2 -0.25 T2 -0.40 T2
L 7 U 7 B -9.98 0.12 T2 -30.81 T2 -9.86 T2 -40.79 T2
L 9 U 9 T -0.63 0.00 T2 0.00 T2 -0.63 T2 -0.63 T2
L 9 U 9 B -10.19 0.00 T2 -30.96 T2 -10.19 T2 -41.15 T2
L11 U11 T -0.63 0.00 T2 0.00 T2 -0.63 T2 -0.63 T2
L11 U11 B -10.19 0.00 T2 -30.96 T2 -10.19 T2 -41.15 T2
L13 U13 T -0.39 0.16 T2 0.00 T2 -0.23 T2 -0.39 T2
L13 U13 B -9.96 0.13 T2 -30.80 T2 -9.83 T2 -40.77 T2
L15 U15 T -0.58 0.00 T2 0.00 T2 -0.58 T2 -0.58 T2
L15 U15 B -10.19 0.00 T2 -30.95 T2 -10.19 T2 -41.14 T2
L17 U17 T -0.32 0.10 T2 0.00 T2 -0.22 T2 -0.32 T2
L17 U17 B -5.14 0.09 T2 -30.87 T2 -5.06 T2 -36.02 T2

------------------------------------------

--------------------------------
MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 U 2 -75.77 0.00 T2 -54.28 T2 -75.77 T2 -130.05 T2

U 2 L 3 52.74 38.24 T2 0.00 T2 90.98 T2 52.74 T2
L 3 U 4 -35.75 9.83 T2 -29.12 T2 -25.92 T2 -64.87 T2
U 4 L 5 35.11 28.21 T2 -5.05 T2 63.33 T2 30.06 T2
L 5 U 6 -17.18 17.16 T2 -22.69 T2 -0.03 T2 -39.87 T2
U 6 L 7 23.57 26.07 T2 -11.55 T2 49.65 T2 12.03 T2
L 7 U 8 -7.42 21.49 T2 -21.13 T2 14.07 T2 -28.56 T2
U 8 L 9 16.56 26.72 T2 -15.17 T2 43.28 T2 1.40 T2
L 9 U10 -0.51 20.94 T2 -20.94 T2 20.43 T2 -21.45 T2
U10 L11 -0.52 20.94 T2 -20.95 T2 20.42 T2 -21.47 T2
L11 U12 16.56 26.72 T2 -15.16 T2 43.28 T2 1.40 T2
U12 L13 -7.43 21.49 T2 -21.13 T2 14.06 T2 -28.56 T2
L13 U14 23.55 26.05 T2 -13.69 T2 49.60 T2 9.85 T2
U14 L15 -17.22 20.17 T2 -22.72 T2 2.95 T2 -39.93 T2
L15 U16 35.11 28.21 T2 -8.27 T2 63.33 T2 26.84 T2
U16 L17 -35.75 13.16 T2 -29.12 T2 -22.59 T2 -64.88 T2
L17 U18 52.66 38.19 T2 0.00 T2 90.85 T2 52.66 T2
U18 L19 -75.83 0.00 T2 -54.32 T2 -75.83 T2 -130.15 T2
---------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 L 3 54.89 45.28 T3 0.00 T3 100.16 T3 54.89 T3

L 3 L 5 115.11 88.33 T3 0.00 T3 203.45 T3 115.11 T3
L 5 L 7 146.25 108.89 T3 0.00 T3 255.13 T3 146.25 T3
L 7 L 9 163.25 121.00 T3 0.00 T3 284.25 T3 163.25 T3
L 9 L11 172.26 126.57 T3 0.00 T3 298.83 T3 172.26 T3
L11 L13 163.25 121.01 T3 0.00 T3 284.27 T3 163.25 T3
L13 L15 146.28 108.91 T3 0.00 T3 255.19 T3 146.28 T3
L15 L17 115.11 88.34 T3 0.00 T3 203.45 T3 115.11 T3
L17 L19 54.97 45.34 T3 0.00 T3 100.31 T3 54.97 T3
---------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
U 2 U 3 -94.38 0.00 T3 -78.25 T3 -94.38 T3 -172.62 T3

U 3 U 4 -94.36 0.00 T3 -78.23 T3 -94.36 T3 -172.59 T3
U 4 U 5 -137.54 0.00 T3 -108.03 T3 -137.54 T3 -245.57 T3
U 5 U 6 -137.54 0.00 T3 -108.03 T3 -137.54 T3 -245.57 T3
U 6 U 7 -159.58 0.00 T3 -123.39 T3 -159.58 T3 -282.97 T3
U 7 U 8 -159.57 0.00 T3 -123.38 T3 -159.57 T3 -282.95 T3
U 8 U 9 -171.99 0.00 T3 -131.75 T3 -171.99 T3 -303.74 T3
U 9 U10 -171.99 0.00 T3 -131.75 T3 -171.99 T3 -303.74 T3
U10 U11 -171.99 0.00 T3 -131.74 T3 -171.99 T3 -303.73 T3
U11 U12 -171.99 0.00 T3 -131.74 T3 -171.99 T3 -303.73 T3
U12 U13 -159.57 0.00 T3 -123.39 T3 -159.57 T3 -282.95 T3
U13 U14 -159.58 0.00 T3 -123.40 T3 -159.58 T3 -282.98 T3
U14 U15 -137.54 0.00 T3 -108.03 T3 -137.54 T3 -245.57 T3
U15 U16 -137.54 0.00 T3 -108.03 T3 -137.54 T3 -245.58 T3
U16 U17 -94.36 0.00 T3 -78.23 T3 -94.36 T3 -172.59 T3
U17 U18 -94.38 0.00 T3 -78.25 T3 -94.38 T3 -172.63 T3

------------------------------------------

--------------------------------

MEMBER LCT DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 3 U 3 T -0.35 0.09 T3 0.00 T3 -0.25 T3 -0.35 T3

L 3 U 3 B -5.17 0.08 T3 -28.45 T3 -5.09 T3 -33.62 T3
L 5 U 5 T -0.60 0.00 T3 0.00 T3 -0.60 T3 -0.60 T3
L 5 U 5 B -10.22 0.00 T3 -32.46 T3 -10.22 T3 -42.67 T3
L 7 U 7 T -0.40 0.17 T3 0.00 T3 -0.23 T3 -0.40 T3
L 7 U 7 B -9.98 0.14 T3 -32.29 T3 -9.84 T3 -42.27 T3
L 9 U 9 T -0.63 0.00 T3 0.00 T3 -0.63 T3 -0.63 T3
L 9 U 9 B -10.19 0.00 T3 -32.46 T3 -10.19 T3 -42.65 T3
L11 U11 T -0.63 0.00 T3 0.00 T3 -0.63 T3 -0.63 T3
L11 U11 B -10.19 0.00 T3 -32.46 T3 -10.19 T3 -42.65 T3
L13 U13 T -0.39 0.18 T3 0.00 T3 -0.21 T3 -0.39 T3
L13 U13 B -9.96 0.15 T3 -32.28 T3 -9.82 T3 -42.25 T3
L15 U15 T -0.58 0.00 T3 0.00 T3 -0.58 T3 -0.58 T3
L15 U15 B -10.19 0.00 T3 -32.44 T3 -10.19 T3 -42.64 T3
L17 U17 T -0.32 0.11 T3 0.00 T3 -0.21 T3 -0.32 T3
L17 U17 B -5.14 0.10 T3 -32.37 T3 -5.05 T3 -37.52 T3

------------------------------------------

--------------------------------

MEMBER DEAD --------- ----------- ------------ ------------
(K) (K) (K) (K) (K)
L 1 U 2 -75.77 0.00 T3 -62.50 T3 -75.77 T3 -138.27 T3

U 2 L 3 52.74 44.04 T3 0.00 T3 96.77 T3 52.74 T3
L 3 U 4 -35.75 8.10 T3 -33.44 T3 -27.65 T3 -69.19 T3
U 4 L 5 35.11 32.39 T3 -4.16 T3 67.51 T3 30.95 T3
L 5 U 6 -17.18 19.36 T3 -25.95 T3 2.17 T3 -43.13 T3
U 6 L 7 23.57 29.82 T3 -13.14 T3 53.39 T3 10.44 T3
L 7 U 8 -7.42 23.84 T3 -24.03 T3 16.41 T3 -31.45 T3
U 8 L 9 16.56 30.39 T3 -16.82 T3 46.95 T3 -0.26 T3
L 9 U10 -0.51 23.60 T3 -23.59 T3 23.09 T3 -24.10 T3
U10 L11 -0.52 23.60 T3 -23.61 T3 23.08 T3 -24.13 T3
L11 U12 16.56 30.38 T3 -16.81 T3 46.94 T3 -0.25 T3
U12 L13 -7.43 23.84 T3 -24.03 T3 16.41 T3 -31.46 T3
L13 U14 23.55 29.80 T3 -14.64 T3 53.34 T3 8.91 T3
U14 L15 -17.22 21.56 T3 -25.98 T3 4.35 T3 -43.20 T3
L15 U16 35.11 32.39 T3 -8.47 T3 67.51 T3 26.65 T3
U16 L17 -35.75 13.47 T3 -33.44 T3 -22.28 T3 -69.19 T3
L17 U18 52.66 43.98 T3 0.00 T3 96.64 T3 52.66 T3
U18 L19 -75.83 0.00 T3 -62.55 T3 -75.83 T3 -138.38 T3
TABLE 15.1 ALLOWABLE FORCE SUMMARY FOR LOWER CHORD MEMBERS (L F D)

-----------------------------------------------
INVENTORY OPERATING POSTING POSTING

MEMBER AASHTO AASHTO STA. VEH. SPE. TR.
TENS. COMP. TENS. COMP. TENS. COMP. TENS. COMP.
--------------------------------------------
L 1 L 3 304.00 304.00 304.00 0.00
35.18 35.18 35.18 0.00
L 3 L 5 440.51 440.51 440.51 0.00
46.13 46.13 46.13 0.00
L 5 L 7 440.51 440.51 440.51 0.00
46.06 46.06 46.06 0.00
L 7 L 9 590.00 590.00 590.00 0.00
124.44 124.44 124.44 0.00
L 9 L11 590.00 590.00 590.00 0.00
124.44 124.44 124.44 0.00
L11 L13 590.00 590.00 590.00 0.00
124.62 124.62 124.62 0.00
L13 L15 440.51 440.51 440.51 0.00
46.06 46.06 46.06 0.00
L15 L17 440.51 440.51 440.51 0.00
46.13 46.13 46.13 0.00
L17 L19 304.00 304.00 304.00 0.00
35.18 35.18 35.18 0.00
TABLE 15.2 ALLOWABLE FORCE SUMMARY FOR UPPER CHORD MEMBERS (L F D)

-----------------------------------------------

--------------------------------------------
U 2 U 3 439.51 439.51 439.51 0.00
324.71 324.71 324.71 0.00
U 3 U 4 439.51 439.51 439.51 0.00
324.87 324.87 324.87 0.00
U 4 U 5 585.01 585.01 585.01 0.00
461.53 461.53 461.53 0.00
U 5 U 6 585.01 585.01 585.01 0.00
461.53 461.53 461.53 0.00
U 6 U 7 585.01 585.01 585.01 0.00
461.77 461.77 461.77 0.00
U 7 U 8 585.01 585.01 585.01 0.00
461.89 461.89 461.89 0.00
U 8 U 9 585.01 585.01 585.01 0.00
461.89 461.89 461.89 0.00
U 9 U10 585.01 585.01 585.01 0.00
462.01 462.01 462.01 0.00
U10 U11 585.01 585.01 585.01 0.00
461.89 461.89 461.89 0.00
U11 U12 585.01 585.01 585.01 0.00
462.01 462.01 462.01 0.00
U12 U13 585.01 585.01 585.01 0.00
461.89 461.89 461.89 0.00
TABLE 15.2 ALLOWABLE FORCE SUMMARY FOR UPPER CHORD MEMBERS (L F D)

-----------------------------------------------

--------------------------------------------
U13 U14 585.01 585.01 585.01 0.00
461.88 461.88 461.88 0.00
U14 U15 585.01 585.01 585.01 0.00
461.41 461.41 461.41 0.00
U15 U16 585.01 585.01 585.01 0.00
461.53 461.53 461.53 0.00
U16 U17 439.51 439.51 439.51 0.00
324.87 324.87 324.87 0.00
U17 U18 439.51 439.51 439.51 0.00
324.84 324.84 324.84 0.00
TABLE 15.4 ALLOWABLE FORCE SUMMARY FOR VERTICAL MEMBERS (L F D)
--------------------------------------------

--------------------------------------------
L 3 U 3B 439.51 439.51 439.51 0.00

314.38 314.38 314.38 0.00
L 5 U 5B 439.51 439.51 439.51 0.00

281.81 281.81 281.81 0.00
L 7 U 7B 439.51 439.51 439.51 0.00

258.67 258.67 258.67 0.00
L 9 U 9B 439.51 439.51 439.51 0.00

250.54 250.54 250.54 0.00
L11 U11B 439.51 439.51 439.51 0.00

250.54 250.54 250.54 0.00
TABLE 15.4 ALLOWABLE FORCE SUMMARY FOR VERTICAL MEMBERS (L F D)

--------------------------------------------

--------------------------------------------
L13 U13B 439.51 439.51 439.51 0.00

258.67 258.67 258.67 0.00
L15 U15B 439.51 439.51 439.51 0.00

281.81 281.81 281.81 0.00
L17 U17B 439.51 439.51 439.51 0.00

314.38 314.38 314.38 0.00
TABLE 15.5 ALLOWABLE FORCE SUMMARY FOR DIAGONAL MEMBERS (L F D)

--------------------------------------------

--------------------------------------------
L 1 U 2 439.51 439.51 439.51 0.00
283.18 283.18 283.18 0.00
U 2 L 3 382.51 382.51 382.51 0.00
245.29 245.29 245.29 0.00
L 3 U 4 382.51 382.51 382.51 0.00
214.64 214.64 214.64 0.00
U 4 L 5 382.51 382.51 382.51 0.00
214.64 214.64 214.64 0.00
L 5 U 6 382.51 382.51 382.51 0.00
189.08 189.08 189.08 0.00
U 6 L 7 382.51 382.51 382.51 0.00
188.96 188.96 188.96 0.00
L 7 U 8 382.51 382.51 382.51 0.00
174.79 174.79 174.79 0.00
U 8 L 9 382.51 382.51 382.51 0.00
174.67 174.67 174.67 0.00
L 9 U10 382.51 382.51 382.51 0.00
174.79 174.79 174.79 0.00
U10 L11 382.51 382.51 382.51 0.00
174.67 174.67 174.67 0.00
L11 U12 382.51 382.51 382.51 0.00
174.79 174.79 174.79 0.00
TABLE 15.5 ALLOWABLE FORCE SUMMARY FOR DIAGONAL MEMBERS (L F D)
--------------------------------------------

--------------------------------------------
U12 L13 382.51 382.51 382.51 0.00
174.79 174.79 174.79 0.00
L13 U14 382.51 382.51 382.51 0.00
189.08 189.08 189.08 0.00
U14 L15 382.51 382.51 382.51 0.00
188.96 188.96 188.96 0.00
L15 U16 382.51 382.51 382.51 0.00
214.64 214.64 214.64 0.00
U16 L17 382.51 382.51 382.51 0.00
214.64 214.64 214.64 0.00
L17 U18 382.51 382.51 382.51 0.00
245.41 245.41 245.41 0.00
U18 L19 439.51 439.51 439.51 0.00
283.04 283.04 283.04 0.00
TABLE 16.1 DL+LL+I RATING SUMMARY FOR LOWER CHORD MEMBERS (L F D)

----------------------------------------------
INVENTORY OPERATING STATE STATE STATE SPECIAL SPECIAL

MEMBER AASHTO AASHTO VEHICLE 1 VEHICLE 2 VEHICLE 3 VEHICLE 1 VEHICLE 2
MAX T & C MAX T & C MAX T & C MAX T & C MAX T & C MAX T & C MAX T & C
--------- --------- --------- --------- --------- --------- ---------
L 1 L 3 2.53 4.22 9.55 6.34 5.50 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 3 L 5 1.71 2.86 6.42 4.27 3.68 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 5 L 7 1.25 2.09 4.75 3.13 2.70 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 7 L 9 1.61 2.69 6.22 4.09 3.53 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 9 L11 1.50 2.51 5.84 3.81 3.30 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L11 L13 1.61 2.69 6.22 4.09 3.53 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L13 L15 1.25 2.09 4.75 3.13 2.70 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L15 L17 1.71 2.86 6.42 4.27 3.68 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L17 L19 2.52 4.21 9.53 6.32 5.49 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
TABLE 16.2 DL+LL+I RATING SUMMARY FOR UPPER CHORD MEMBERS (L F D)

----------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
U 2 U 3 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.35 2.26 5.11 3.39 2.94 0.00 0.00
U 3 U 4 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.35 2.26 5.11 3.39 2.95 0.00 0.00
U 4 U 5 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.38 2.31 5.18 3.44 3.00 0.00 0.00
U 5 U 6 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.38 2.31 5.18 3.44 3.00 0.00 0.00
U 6 U 7 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.15 1.92 4.25 2.83 2.45 0.00 0.00
U 7 U 8 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.15 1.92 4.25 2.84 2.45 0.00 0.00
U 8 U 9 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.03 1.72 3.83 2.54 2.20 0.00 0.00
U 9 U10 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.03 1.73 3.83 2.54 2.20 0.00 0.00
U10 U11 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.03 1.73 3.83 2.54 2.20 0.00 0.00
U11 U12 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.03 1.73 3.83 2.54 2.20 0.00 0.00
U12 U13 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.15 1.92 4.25 2.84 2.45 0.00 0.00
TABLE 16.2 DL+LL+I RATING SUMMARY FOR UPPER CHORD MEMBERS (L F D)

----------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
U13 U14 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.15 1.92 4.25 2.84 2.45 0.00 0.00
U14 U15 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.38 2.31 5.18 3.44 3.00 0.00 0.00
U15 U16 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.38 2.31 5.18 3.44 3.00 0.00 0.00
U16 U17 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.35 2.26 5.11 3.39 2.95 0.00 0.00
U17 U18 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.35 2.26 5.11 3.39 2.95 0.00 0.00
TABLE 16.4 DL+LL+I RATING SUMMARY FOR VERTICAL MEMBERS (L F D)

-------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
L 3 U 3T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 3 U 3B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
6.05 10.10 14.23 11.12 10.87 0.00 0.00
L 5 U 5T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 5 U 5B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
5.30 8.84 12.47 8.77 8.37 0.00 0.00
L 7 U 7T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 7 U 7B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
4.87 8.13 11.47 8.07 7.70 0.00 0.00
L 9 U 9T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 9 U 9B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
4.69 7.82 11.03 7.76 7.40 0.00 0.00
L11 U11T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L11 U11B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
4.69 7.82 11.04 7.76 7.40 0.00 0.00
TABLE 16.4 DL+LL+I RATING SUMMARY FOR VERTICAL MEMBERS (L F D)

-------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
L13 U13T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L13 U13B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
4.87 8.13 11.47 8.07 7.70 0.00 0.00
L15 U15T 99.00 99.00 99.00 99.00 99.00 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L15 U15B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
5.30 8.84 12.47 8.78 8.37 0.00 0.00
L17 U17T 99.00 99.00 99.00 99.00 99.00 0.00 0.00

99.00 99.00 99.00 99.00 99.00 0.00 0.00
L17 U17B 99.00 99.00 99.00 99.00 99.00 0.00 0.00
6.04 10.09 14.23 10.02 9.55 0.00 0.00
TABLE 16.5 DL+LL+I RATING SUMMARY FOR DIAGONAL MEMBERS (L F D)

-------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
L 1 U 2 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.52 2.54 5.76 3.82 3.32 0.00 0.00
U 2 L 3 3.44 5.74 13.00 8.62 7.49 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
L 3 U 4 8.51 14.21 19.73 18.19 22.09 0.00 0.00
2.47 4.12 9.23 6.14 5.35 0.00 0.00
U 4 L 5 4.94 8.25 18.51 12.31 10.72 0.00 0.00
26.71 44.58 60.93 68.79 83.53 0.00 0.00
L 5 U 6 12.75 21.29 12.09 10.02 20.65 0.00 0.00
3.07 5.12 11.35 7.58 6.62 0.00 0.00
U 6 L 7 5.57 9.30 20.63 13.77 12.04 0.00 0.00
17.15 28.63 37.19 31.09 27.32 0.00 0.00
L 7 U 8 8.24 13.76 26.49 18.14 16.36 0.00 0.00
3.25 5.42 11.81 7.92 6.97 0.00 0.00
U 8 L 9 5.61 9.37 20.42 13.69 12.04 0.00 0.00
5.73 9.56 35.23 24.13 11.37 0.00 0.00
L 9 U10 7.65 12.77 27.07 18.29 16.23 0.00 0.00
3.48 5.81 12.32 8.32 7.39 0.00 0.00
U10 L11 7.65 12.77 27.06 18.29 16.23 0.00 0.00
3.48 5.80 12.30 8.31 7.38 0.00 0.00
L11 U12 5.62 9.37 20.42 13.70 12.05 0.00 0.00
5.47 9.14 35.25 24.14 11.38 0.00 0.00
TABLE 16.5 DL+LL+I RATING SUMMARY FOR DIAGONAL MEMBERS (L F D)

-------------------------------------------

--------- --------- --------- --------- --------- --------- ---------
U12 L13 7.87 13.13 26.49 18.14 16.36 0.00 0.00
3.25 5.42 11.81 7.92 6.96 0.00 0.00
L13 U14 5.58 9.31 20.64 13.78 12.05 0.00 0.00
7.30 12.19 37.19 26.22 24.52 0.00 0.00
U14 L15 9.32 15.55 12.08 19.82 18.54 0.00 0.00
3.06 5.11 11.33 7.56 6.61 0.00 0.00
L15 U16 4.94 8.25 18.51 12.31 10.72 0.00 0.00
22.81 38.08 53.73 41.99 41.03 0.00 0.00
U16 L17 7.35 12.28 17.40 13.59 13.28 0.00 0.00
2.47 4.12 9.23 6.14 5.35 0.00 0.00
L17 U18 3.44 5.75 13.02 8.64 7.50 0.00 0.00
99.00 99.00 99.00 99.00 99.00 0.00 0.00
U18 L19 99.00 99.00 99.00 99.00 99.00 0.00 0.00
1.52 2.54 5.75 3.81 3.31 0.00 0.00
TABLE 16.7 SUMMARY OF INVENTORY AND OPERATING RATING (L F D)

-----------------------------------------
AASHTO LIVE LOADING

------------------------------------------------
INVENTORY RATING DATA OPERATING RATING DATA MILITARY LOADING

--------------------- --------------------- ----------------
AASHTO AASHTO YES OR NO
LOAD LOAD
NAME NAME
HS-20
+ HS-20
+ NO
RATING ANALYSIS SUMMARY

-------------------------
INVENTORY RATING RESULTS OPERATING RATING RESULTS

----------------------------- -----------------------------
RATING CRITICAL CONTROLLING RATING CRITICAL CONTROLLING
FACTOR MEMBER LIVE LOAD FACTOR MEMBER LIVE LOAD
1.03 U 8 U 9 HS
+ 1.72 U 8 U 9 HS
NOTE: For capacity less than force due to dead load, rating will be 0
TABLE 16.8 SUMMARY OF POSTING VEHICLE RATING (L F D)

---------------------------------
STATE VEHICULAR LOADING - T1

----------------------------
VEHICLE SAFE LOAD CRITICAL

NAME CAPACITY MEMBER
FACTOR
2F1 3.83 U 8 U 9

----------------------------

FACTOR
3F1 2.54 U 8 U 9

----------------------------

FACTOR
4F1 2.20 U 8 U 9
NOTE: For capacity less than force due to dead load, rating will be 0
TrusCon Output
GUSSET PLATE LOAD RATING ANALYSIS PROGRAM

(C) Faheem Ahmad & Nathan Madutujuh, 2010
Bridge Name = North Fifth Street Bridge Over Storms Creek

Location = City of Ironton, Lawrence County - Ohio
City = Lawrence County
State = Ohio
BuiltYear = 1900
GP Code = GP1
A. Gusset Plate Design - Load and Resistance Factor Rating Method (LRFR)
A.1. Resistance of Fasteners
Truss Member No. 1, Code = MBL
1. Shear Resistance of Fastener

Connector Type = Rivet
Diameter, Db = 1.00 in
Area, Ab = 0.79 in2
Stress, Fvr = 32.00 ksi
Shear Resistance of 1 Fastener, Pbv = 25.13 kips
2. Plate Bearing Resistance of Fastener

Clear Distance between holes, Cdh = 3.69 in
Clear End Distance, Cde = 1.34 in
Minimum Clear Distance, Lc = 1.34 in
Plate Bearing Resistance of 1 Fastener, Pbb = 65.47 kips
Resistance of 1 Fastener, Pb1 = 25.13 kips

Total number of Fasteners, nb = 80
Resistance of All Fasteners, Pbtot = 2010.62 kips
Truss Member No. 2, Code = DGL

Area, Ab = 0.79 in2


Truss Member No. 3, Code = VT

Area, Ab = 0.79 in2


Truss Member No. 4, Code = DGR

Area, Ab = 0.79 in2


Truss Member No. 5, Code = MBR

Area, Ab = 0.79 in2


A.2. Resistance of Gusset Plate
2.1. Gusset Plate in Tension

2.1.1. Gross Section Yielding Resistance
Yield Stress, Fy = 36.00 ksi

Whitmore Effective Width, Wc = 54.182 in
Whitmore Effective Area, Ag = 47.409 in2
Resistance, Pr = 0.95*Fy*Ag = 1621.4 kips
2.1.2. Net Section Fracture Resistance

Whitmore Net Effective Width, Wn = 45.182 in
Whitmore Net Effective Area, An = 39.534 in2
U factor, U = 1.000
Resistance, Pr = 0.80*Fu*An*U = 1834.4 kips
2.1.3. Block Shear Rupture Resistance

Net Tension Area, Atn = 18.430 in2
Net Shear Area, Avn = 29.695 in2
Gross Tension Area, Atg = 25.813 in2
Gross Shear Area, Avg = 39.047 in2
Resistance, Pbs = 0.80*(0.58*Fy*Avg + Fu*Atn) = 1507.4 kips


U factor, U = 1.000

Resistance, Pbs = 0.80*(0.58*Fu*Avn + Fy*Atg) = 1580.1 kips
2.2. Gusset Plate in Compression

Radius of Gyration, rs = 0.253 in
Average Unbraced Length, L = 12.500 in
Lambda = sqr(K*L/(r*PI))*Fy/E, Ld = 0.444
Resistance, Pc = 0.90*Power(0.66,Ld)*Fy*Ag = 1217.5 kips

Lambda = sqr(K*L/(r*PI))*Fy/E, Ld = 0.110
Resistance, Pc = 0.90*Power(0.66,Ld)*Fy*Ag = 1474.6 kips



U factor, U = 1.000

A.3. Gusset Plate Subject to Vertical and Horizontal Shear
3.1. Gusset Plate Subject to Vertical Shear
3.1.1. Gross Section Shear Yielding Resistance

Height of Gusset Plate, Hp = 77.750 in
Thickness of Gusset Plate, Tp = 0.875 in
Gross Area of Gusset Plate, Ag = 68.031 in2
Omega Factor, O = 0.74
Vr = 0.95*0.58*Fy*Hp*Tp*0.74 = 998.606 kips
3.1.2. Nett Section Shear Fracture Resistance

No. of Fastener at section, nvmax = 9
Net Area of Gusset Plate, An = 59.172 in2
Vr = 0.80*0.58*Fu*Tp*(Hp-nvmax*(Db+0.125) = 1592.434 kips
3.2. Gusset Plate Subject to Horizontal Shear

Length of Gusset Plate, Lp = 94.750 in
Vr = 0.95*0.58*Fy*Lp*Tp*0.74 = 1216.951 kips

No. of Fastener at section, nhmax = 20
Vr = 0.80*0.58*Fu*Tp*(Lp-nhmax*(Db+0.125) = 1701.343 kips
A.4. Resistance Summary
----------------------------------------------------------------------------------------
Location Resistance Axial Resistance of One Gusset Plate Controlling
At End of of Fasteners Kips Axial
Member Kips Gross Net Block Compression Resistance
Section Section Shear Buckling Kips
----------------------------------------------------------------------------------------
1 2010.6 1621.4 1834.4 1507.4 1507.4
2 1357.2 1629.4 1936.6 1580.1 1357.2
3 904.8 1217.5 904.8
4 1357.2 1474.6 1357.2
5 2010.6 1621.4 1834.4 1507.4 1507.4
----------------------------------------------------------------------------------------
--------------------------------------------------------------------
Direction Shear Resistance of One Gusset Plate Controlling
of Gross Section Net Section Shear
Section in Shear in Shear Resistance
Kips Kips Kips
--------------------------------------------------------------------
Vertical 998.6 1592.4 998.6
Horizontal 1217.0 1701.3 1217.0
--------------------------------------------------------------------
A.5. Inventory and Operating Rating Factor
Design Force will be divided by no. of shear plane

-----------------------------------------------------------------------------
Location 1.25*DC+1.50*DW (LL+IM) Controlling Inventory Operating
At End of Axial Rating Rating
Member Kips Kips Resistance Factor Factor
Kips
-----------------------------------------------------------------------------
1 593.6 174.4 1356.6 2.50 3.24
2 501.6 213.5 1221.5 1.93 2.50
3 196.3 110.5 814.3 3.20 4.14
4 256.5 178.0 1221.5 3.10 4.02
5 853.1 271.6 1356.6 1.06 1.37
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
Direction 1.25*DC+1.50*DW (LL+IM) Controlling Inventory Operating
of Axial Rating Rating
Section Kips Kips Resistance Factor Factor
Kips
-----------------------------------------------------------------------------
Vertical 401.3 170.8 898.7 1.66 2.16
Horizontal 454.9 234.9 1095.3 1.56 2.02
-----------------------------------------------------------------------------
Controlling Inventory Rating = 1.059

Controlling Operating Rating = 1.373
B. Gusset Plate Design - Load Factor Rating Method (LFR)
B.1. Resistance of Fasteners

Area, Ab = 0.79 in2



Area, Ab = 0.79 in2



Area, Ab = 0.79 in2



Area, Ab = 0.79 in2



Area, Ab = 0.79 in2


B.2. Resistance of Gusset Plate

Whitmore Gross Width, Wc = 54.182 in
Whitmore Nett Width, Wn = 45.182 in
Whitmore Effective Area, Ae = 46.645 in2
Resistance, Pr = Fy*Ag = 1679.2 kips



Resistance, Pbs = 0.85*(0.58*Fu*Avn + Fy*Atg) = 1678.9 kips

Lambda = K*L/r = 59.385
Buckling Stress, Fcr = 32.01 ksi
WHitmore Gross Width, Wc = 51.635 in
Resistance, Pc = 0.85*Wc*Tp*Fcr = 1229.2 kips

Lambda = K*L/r = 29.594
Buckling Stress, Fcr = 35.01 ksi
WHitmore Gross Width, Wc = 54.450 in
Resistance, Pc = 0.85*Wc*Tp*Fcr = 1417.8 kips


B.3. Gusset Plate Subject to Vertical and Horizontal Shear
3.1. Gusset Plate Subject to Vertical Shear

Vr = 0.58*Fy*Hp*Tp*0.74 Vr = 1051.164 kips

No. of Fastener at section, nvmax = 9
Vr = 0.85*0.58*Fu*Tp*(Hp-nvmax*(Db+0.125) = 1691.961 kips
3.2. Gusset Plate Subject to Horizontal Shear

Vr = 0.58*Fy*Lp*Tp*0.74 Vr = 1281.001 kips

No. of Fastener at section, nhmax = 20
Vr = 0.85*0.58*Fu*Tp*(Lp-nhmax*(Db+0.125) = 1807.677 kips
B.4. Resistance Summary
-------------------------------------------------------------------------------
Location Resistance Axial Resistance of One Gusset Plate Controlling
At End of of Fasteners Kips Axial
Member Kips Eff Gross Block Compression Resistance
Section Shear Buckling Kips
-------------------------------------------------------------------------------
1 2010.6 1679.2 1601.6 1601.6
2 1357.2 1715.2 1678.9 1357.2
3 904.8 1229.2 904.8
4 1357.2 1417.8 1357.2
5 2010.6 1679.2 1601.6 1601.6
-------------------------------------------------------------------------------
--------------------------------------------------------------------
Direction Shear Resistance of One Gusset Plate Controlling
of Gross Section Net Section Fracture Shear
Section in Shear in Shear Resistance
Kips Kips Kips
--------------------------------------------------------------------
Vertical 1051.2 1692.0 1051.2
Horizontal 1281.0 1807.7 1281.0
--------------------------------------------------------------------
B.5. Inventory and Operating Rating Factor
Design Force will be divided by no. of shear plane

-----------------------------------------------------------------------------
Location 1.30*DC+1.30*DW (LL+IM) Controlling Inventory Operating
At End of Axial Rating Rating
Member Kips Kips Resistance Factor Factor
Kips
-----------------------------------------------------------------------------
1 607.6 174.4 1441.4 2.20 3.68
2 513.5 213.5 1221.5 1.53 2.55
3 200.8 110.5 814.3 2.56 4.27
4 262.6 178.0 1221.5 2.48 4.14
5 873.3 271.6 1441.4 0.96 1.61
-----------------------------------------------------------------------------
-----------------------------------------------------------------------------
Direction 1.30*DC+1.30*DW (LL+IM) Controlling Inventory Operating
of Axial Rating Rating
Section Kips Kips Resistance Factor Factor
Kips
-----------------------------------------------------------------------------
Vertical 410.8 170.8 946.0 1.44 2.41
Horizontal 465.7 234.9 1152.9 1.35 2.25
-----------------------------------------------------------------------------
Controlling Inventory Rating = 0.964

Controlling Operating Rating = 1.609

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Developed by Nathan Madutujuh and Faheem Ahmad, 2010

TABLE 1.1 SYSTEM INPUT

GENERAL TRUSS CONFIGURATION

16.00 0.000 17.500 1.100

DESIGN METHOD & LOAD/RESISTANCE FACTORS

TABLE 1.2 GENERAL LIVE LOAD AND RATING DATA

AASHTO LIVE LOAD

HS-20 0.00 0.00 HS-20 0.00 0.00 0

STATE VEHICULAR LOADINGS

2F1 3F1 4F1 0.00 0.00

TABLE 1.4 STATE VEHICULAR DATA

POSTING VEHICLE 2F1 : AXLE WEIGHTS AND SPACINGS

1 10.00 1 10.00 2 20.00

TABLE 1.4 STATE VEHICULAR DATA

POSTING VEHICLE 3F1 : AXLE WEIGHTS AND SPACINGS

1 12.00 1 10.00 2 17.00 2 4.00 3 17.00

TABLE 1.4 STATE VEHICULAR DATA

POSTING VEHICLE 4F1 : AXLE WEIGHTS AND SPACINGS

1 12.00 1 10.00 2 14.00 2 4.00 3 14.00 3 4.00

TABLE 1.5 PANEL POINT DATA

TABLE 1.6 MEMBER DATA

LOADED MEM MEMBER AREA

1 L 1 L 3 0 0 0.00 0.80 12.00 6.1 6.1 50.0 0 1.00 0.0

TABLE 1.6 MEMBER DATA

LOADED MEM MEMBER AREA

TABLE 1.7 UNIFORM DEAD LOAD DATA

UNIFORM LOADS DUE TO FLOOR STEEL

NO LOAD LOCATION NO LOAD LOCATION NO LOAD LOCATION

1 0.000 0.00 0.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00

UNIFORM LOADS DUE TO SLAB + W.S.

NO LOAD LOCATION NO LOAD LOCATION NO LOAD LOCATION

1 0.423 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00

UNIFORM LOADS DUE TO RAILING + CURB

NO LOAD LOCATION NO LOAD LOCATION NO LOAD LOCATION

1 0.015 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00

UNIFORM LOADS DUE TO UTILITY + ACCESS

NO LOAD LOCATION NO LOAD LOCATION NO LOAD LOCATION

1 0.100 0.00 123.00 0 0.000 0.00 0.00 0 0.000 0.00 0.00

TABLE 1.8 BRACING DEAD LOAD DATA

TABLE 2.1 TRUSS HEIGHTS

1 0.000 2 0.000 3 7.630 4 0.000 5 9.500

6 0.000 7 10.630 8 0.000 9 11.000 10 0.000

11 11.000 12 0.000 13 10.630 14 0.000 15 9.500

16 0.000 17 7.630 18 0.000 19 0.000

TABLE 2.2 GEOMETRIC DATA FOR LOWER CHORD MEMBERS

MEMBER MEMBER MEMBER AXIS TO GRADE LINE

L 1 L 3 13.67 1.0000 0.0000

L 3 L 5 13.66 1.0000 0.0000

L 5 L 7 13.67 1.0000 0.0000

L 7 L 9 13.67 1.0000 0.0000

L 9 L11 13.67 1.0000 0.0000

L11 L13 13.66 1.0000 0.0000

L13 L15 13.67 1.0000 0.0000

L15 L17 13.66 1.0000 0.0000

L17 L19 13.67 1.0000 0.0000

TABLE 2.3 GEOMETRIC DATA FOR UPPER CHORD MEMBERS

MEMBER MEMBER MEMBER AXIS TO GRADE LINE

U 2 U 3 6.93 1.0136 0.1652