Testing Frame Spreadsheet Three Span Bridge
05:53:3408/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 ++3(es4lts %age 1 #5 5/LIVE
LOAD ENVELOPESLoad Case Member Joint Vy_Max Vy_Min Mz_Max
Mz_MinMz_when_Vy_MaxMz_when_Vy_MinVy_when_Mz_MaxVy_when_Mz_MinTesting
Frame Spreadsheet Three Span Bridge 05:53:3408/11/2015Exeltech,
ncEngineer: !a"#$ %#l&a"#$'TST()*+ File: g,3++-#r"sheet:
2./10.0011xls 2 ++3(eacti#ns %age 2 #5 5/LIVE LOAD REACTIONS
ENVELOPESLoad Case Joint Vy_Max Vy_Min
Mz_MaxMz_when_Vy_MaxMz_when_Vy_MinVy_when_Mz_MaxTesting Frame
Spreadsheet Three Span Bridge 05:53:3408/11/2015Exeltech,
ncEngineer: !a"#$ %#l&a"#$'TST()*+ File: g,3++-#r"sheet:
2./10.0011xls 2 ++3(eacti#ns %age 3 #5
5/Mz_MinVy_when_Mz_MinTesting Frame Spreadsheet Three Span Bridge
05:53:3408/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 ++3En$el#pes %age 4 #5 5/Live
Load Combination Force/is!"acement #nve"o!eTesting Frame
Spreadsheet Three Span Bridge 05:53:3408/11/2015Exeltech,
ncEngineer: !a"#$ %#l&a"#$'TST()*+ File: g,3++-#r"sheet:
2./10.0011xls 2 ++3En$el#pes %age 5 #5 5/Testing Frame Spreadsheet
Three Span Bridge 05:53:3408/11/2015Exeltech, ncEngineer: !a"#$
%#l&a"#$'TST()*+ File: g,3++-#r"sheet: 2./10.0011xls 2
Static*ispl %age 0 #5 5/JOINT DISPLACEMENTSLoad Case Joint is!X
is!$ %ot&DL S102 0.0000 -0.0015 -0.0001DL S106 0.0000 -0.0006
0.0001DL S202 0.0000 -0.0028 -0.0002DL S206 0.0000 -0.0043
0.0001Testing Frame Spreadsheet Three Span Bridge
05:53:3408/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 StaticF#rces %age . #5
5/MEMBER FORCESLoad Case Member Joint 'x Vy MzDL SM102 S101 0.0 4.1
40.9DL SM103 S103 0.0 4.1 122.8DL SM106 S105 0.0 -10.9 54.7DL SM107
S107 0.0 -10.9 -163.4Testing Frame Spreadsheet Three Span Bridge
05:53:3408/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 Static(eacti#ns %age 8 #5
5/REACTION FORCESLoad Case Joint 'x Vy MzDL C200 1.2 25.9 -16DL
C300 -1.2 25.9 16DL S100 0.0 4.1 0DL S400 0.0 4.1 0STATIC LOAD
COMBINATIONS FACTORS()A)*C L+A C+M,*-A)*+-(Comb1DL 1SIDL 1SELF-WT
1STANDARD HIGHWAY LIVE LOADS(tandard Load Request Impact
CommentsHS20 1.3 Truck Impac ! La"# ImpacHS25 $%%SHT&' 1.3
Truck Impac ! La"# ImpacHL93 $%%SHT& L(FD' 1.333 I"pu Truck
Impac) La"# Impac ! 1.0F%TI*+E T(+C, 1.3 I"pu Truck Impac LIVE LOAD
COMBINATIONS FACTORS)%.C//LA-# C+M,*-A)*+-(*nc"0de in LLMAXY Y,asic
)r0c1s HS20T HS20LLa"#L-a. 018HS20Truck 1125(/.#r
1125HL93Truck,asic Load CasesTesting Frame Spreadsheet Three Span
Bridge 05:53:3508/11/2015Exeltech, ncEngineer: !a"#$
%#l&a"#$'TST()*+ File: g,3++-#r"sheet: 2./10.0011xls 2 (e64est
%age 15 #5 5/Request Loads to Output Request Me!e"s a#d Jo$#ts to
OutputMovin Load Comb!s "tatic Loads "tatic Load Comb!s Member
#orces Request Joint $isp%acements RequestLoad
CombinationrequestLoadrequestLoad CombinationrequestAssociated
Forces to dis!"ay Member Joint request requestJoint X $
(0!!ort7S20T *+ 8#m,1 01 23 M4 D/5p6 D/5p7 (-8 S9101 S100 S100
01000 01000 17S20+ SE+F:-T 01 S9101 S101 S101 101000 01000
0++9;< S*+ 23 & & S9102 S101 S102 201000 01000 0M4 &
& S9102 S102 S103 301000 01000 0D/5p6 S9103 S102 S104 401000
01000 0D/5p7 S9103 S103 S105 501000 01000 0(-8 S9104 S103 S100
001000 01000 0S9104 S104 S10. .01000 01000 0S9105 S104 S200 801000
01000 0S9105 S105 S201 /11000 01000 0S9100 S105 S202 1021000 01000
0S9100 S100 S203 1131000 01000 0S910. S100 S204 1241333 01000
0S910. S10. S205 135100. 01000 0S9108 S10. S200 14.1000 01000
0S9108 S200 S20. 1581000 01000 0S9201 S200 S208 10/1000 01000
0S9201 S201 S300 1801000 01000 0S9202 S201 S301 1/01000 01000
0S9202 S202 S302 2001000 01000 0S9203 S202 S303 2101000 01000
0S9203 S203 S304 2201000 01000 0S9204 S203 S305 2301000 01000
0S9204 S204 S300 2401000 01000 0S9205 S204 S30. 2501000 01000
0S9205 S205 S400 2001000 01000 1S9200 S205 8200 801000 :401000
1S9200 S200 8201 801000 :301000 0S920. S200 8202 801000 :201000
0S920. S20. 8203 801000 :101000 0S9208 S20. 8300 1801000 :401000
1S9208 S208 8301 1801000 :301000 0S920/ S208 8302 1801000 :201000
0S920/ S300 8303 1801000 :101000 0S9301 S300S9301 S301S9302
S301S9302 S302S9303 S302S9303 S303S9304 S303S9304 S304S9305
S304S9305 S305S9300 S305S9300 S300S930. S300S930. S30.S9308
S30.S9308 S40089201 820089201 820189202 820189202 820289203
820289203 820389204 820389204 S20089301 830089301 830189302
830189302 830289303 830289303 830389304 830389304 S3002o to
Member/Joint %e30est Go to Load RequestLive Load Force #nve"o!es
%e30estMax/Min Forces9ar")nmar";ll 9em,ers9ar")nmar";ll
=#ints9ar")nmar";ll Static +#ads9ar")nmar";ll 9#$ing +#adsTesting
Frame Spreadsheet Three Span Bridge 05:53:3508/11/2015Exeltech,
ncEngineer: !a"#$ %#l&a"#$'TST()*+ File: g,3++-#r"sheet:
2./10.0011xls 2 9#$ing+#ads %age 10 #5 5/BASIC TR%C&SMovin4
(te!5678 9tL#9 (/:;0100 5t 0100 5t,A(*C )%.C/(
#(C%*')*+-&"'()ruc* Rider &L+,)ruc*Use 2 Trucks No Use 2
Trucks M(-) Use 2 Trucks M(-) & R Use 2 Trucks M(-) Use 2
Trucks No Use 2 Trucks NoTruck Dist. 0 Truck Dist. 1 Truck Dist. 50
Truck Dist. 1 Truck Dist. Truck Dist.Ignore Axles N Ignore Axles N
Ignore AxlesIgnore Axles N Ignore AxlesIgnore Axles NAxle
!"#cing$i" %eet $i" %eet $i" %eet $i" %eet $i" %eet $i" %eet&2
2' &2 &2&2 1( &2 1( &2 &0) 1( ) 1( ) 1(Axle
*orceAxle !"#cingAxle *orceAxle !"#cingAxle *orceAxle *orceAxle
!"#cingAxle *orceAxle !"#cingAxle *orceAxle !"#cing+imit +#ad
%athSelect Forces/ Displacements to compute max/min envelopes0 50
100 150 200 250:1500:1000:500050010001500Bendin !oment"!#$
Diarams7S253ST* 9ax7S253ST* 9inLent% alon t%e &ride in
Feet'ip(Ft0 50 100 150 200 250:1500:1000:500050010001500Bendin
!oment"!#$ Diarams7S253ST* 9ax7S253ST* 9inLent% alon t%e &ride
in Feet'ip(FtTesting Frame Spreadsheet Three Span Bridge
05:53:3508/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 n>4ence+ines%age 1/ #5
5/(tation 'x Vy Mz is!X is!$ %ot&0100 01004/ 010041 :012.35
010000 010000 0100000100 01004/ 010041 :012.35 010000 010000
01000001/1 :010430 010110 1150.2 010000 010000 0100001182 :0108.4
010220 311801 010000 010000 0100001182 :0108.4 010220 311801 010000
010000 01000021.3 :011200 01034/ 415/33 010000 010000 0100003104
:011015 010504 51./8/ 010000 010000 0100003104 :011015 010504
51./8/ 010000 010000 0100004155 :011/21 010082 018133 010000 010000
0100005145 :01218. 010883 .1045/ 010000 010000 0100005140 :01218.
010883 .1045/ 010000 010000 0100000130 :012415 011103 813004 010000
010000 010000.12. :012000 011343 818054 010000 010000 010000.12.
:012000 011343 818054 010000 010000 0100008118 :012.02 011000
/11528 010000 010000 010000 Max Va%ue - :7;=?7BA ?5#rce
4nits@A5t101/1 :01303/ 012400 /13801 010000 010000 010000 )ota%
.rea - =4 50 50 50!ection Are# 9>2 20 20 20No. 0inges 0 0 00inge
1 -oc#tion 9 5 0 00inge2 -oc#tion 9Nu.1er o% !ections in !"#n ) )
)(.,()%.C).%# #(C%*')*+-Parameters Units PIER 1 PIER 2 PIER 3 PIER
4!u""ort T2"e Roller 3olu.n 3olu.n Roller3olu.n !u""ort Springs
*ixe, *ixe, Fixed3olu.n To" Rele#se Fixed *ixe, *ixe, 7inge4ertic#l
!"ring k/p=9 1000 210 210 2100ori5ont#l !"ring k/p=9 10000 100 100
100Rot#tion#l !"ring k/p@9=ra. 10 100 100 1003ross 3ou"ling Ter.
k/p 52 100 100 100!u""ort 6i,t/ -e%t 9 0 0 0 0!u""ort 6i,t/ Rig/t 9
0 0 0 03olu.n -engt/ 9 15 (0 (0 40*ooting 0eig/t 9 0 0 0 03olu.n
7%%set #t To" 9 0 0 0 0Mo.ent Inerti# 9>4 0100. 12.5' 12.5'
12150Are# 9>2 2 12.5' 12.5' 12150www7ya1!o"7netTesting Frame
Spreadsheet Three Span Bridge 05:53:3008/11/2015Exeltech,
ncEngineer: !a"#$ %#l&a"#$'TST()*+ File: g,3++-#r"sheet:
2./10.0011xls 2 'e#metr& %age 2/ #5 5/Testing Frame Spreadsheet
Three Span Bridge 05:53:3008/11/2015Exeltech, ncEngineer: !a"#$
%#l&a"#$'TST()*+ File: g,3++-#r"sheet: 2./10.0011xls 2
'e#metr& %age 30 #5 5/)est)hree (!an ,rid4e(tatic and Live Load
Ana"ysis $' Testing Frame Spreadsheet Three Span Bridge
05:53:3.08/11/2015Exeltech, ncEngineer: !a"#$ %#l&a"#$'TST()*+
File: g,3++-#r"sheet: 2./10.0011xls 2 'e#metr& %age 31 #5
5/COL%MN SECTIONS8I6R 17 )ype9 Ro%%er 8I6R '7 )ype9 Co%umnJoint/ :
; . I : ; . IMember %t %t %t82 %t8( %t %t %t82
%t8(0=11=22=33=44=55=66=77=88=99=1010=1111=1212=1313=1414=1515=1616=1717=1818=1919=2020=2121=2222=2323=2424=2525=2626=2727=2828=2929=3030=3131=3232=3333=3434=35Secti#ns
Flag+olumn Local +oordinates.Secti#ns #rder 5r#m ,#tt#m t# t#p #5
8#l4mn1< : 7#riF#ntal,! : Eertical< G 0 at t#p #5 c#l4mn
H+ast =#intI! G 0 at ,#tt#m #5 c#l4mn H=#int
J0JI;4t#9an4al35=3636=3737=3838=3939=4040=4141=4242=4343=4444=4545=4646=4747=4848=4949=508I6R
,7 )ype9 Co%umn 8I6R
