3D Composite Bridge
3D Verbundbrücke
Pont Mixte 3D
3d
bridge
sofiplus,rhino,teddy,revit,ifcimport
0,4
Test Bridge
SOFiSTiK
2021-06-09T15:43:43
[-]
SSD
2024
SOFiSTiK
SSD
2024.0-0.0
2021-06-09T15:43:43
Theo.Muller
SSD
2024.6-0.905
2024-08-29T14:56:58
Theo.Muller
SSD
2024.6-0.905
2024-08-30T13:10:31
Theo.Muller
SSD
2024.6-0.905
2024-08-30T13:29:22
Theo.Muller
SSD
2024.6-0.905
2024-08-30T15:09:33
Theo.Muller
SSD
2024.6-0.905
2024-09-03T17:04:07
Theo.Muller
SSD
2024.6-0.905
2024-09-04T11:49:27
Theo.Muller
SSD
2024.6-0.905
2024-09-04T17:00:23
Theo.Muller
SSD
2024.6-0.905
2024-09-06T17:04:48
Theo.Muller
SSD
2024.6-0.905
2024-09-09T17:10:35
Theo.Muller
SSD
2024.6-0.905
2024-09-10T15:56:27
Theo.Muller
SSD
2024.6-0.905
2024-09-10T17:07:35
Theo.Muller
SSD
2024.6-0.905
2024-09-11T16:25:20
Theo.Muller
SSD
2024.6-0.905
2024-09-12T17:00:26
Theo.Muller
SSD
2024.6-0.905
2024-09-13T11:15:36
Theo.Muller
SSD
2024.6-0.905
2024-09-13T17:07:12
Theo.Muller
SSD
2024.6-0.905
2024-09-16T10:52:46
Theo.Muller
SSD
2024.6-0.905
2024-09-17T08:08:32
Theo.Muller
SSD
2024.6-0.905
2024-09-17T11:58:47
Theo.Muller
SSD
2024.6-0.905
2024-09-17T16:52:07
Theo.Muller
SSD
2024.6-0.905
2024-09-18T12:12:30
Theo.Muller
SSD
2024.6-0.905
2024-09-18T16:42:38
Theo.Muller
SSD
2024.6-0.905
2024-09-19T16:58:39
Theo.Muller
SSD
2024.6-0.905
2024-09-20T16:49:02
Theo.Muller
SSD
2024.6-0.905
2024-09-23T16:30:54
Theo.Muller
SSD
2024.6-0.905
2024-09-26T12:07:37
Theo.Muller
SSD
2024.6-0.905
2024-09-27T15:05:48
Theo.Muller
SSD
2024.6-0.905
2024-09-30T17:09:24
Theo.Muller
SSD
2024.6-0.905
2024-10-01T10:06:25
Theo.Muller
SSD
2024.6-0.905
2024-10-01T11:10:55
Theo.Muller
SSD
2024.6-0.905
2024-10-01T11:14:41
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1|6|5|0|0|0|0|0|0|0|
1|7|0|0|0|0|0|0|0|0|
1|8|1|0|0|0|0|0|0|0|
1|10|1|0|0|0|0|0|0|0|
68|5|0|0|1|0|1|5|10|0|0|0|0|0|0|0|2024|1024|
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90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|1414087749|303610|
90|9|3|
90|5|33|
90|226|1|
90|226|1|
90|226|1|
90|226|1|
90|226|1|
90|226|1|
90|226|1|
90|226|1|
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90|1|3|
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90|104|1|-1146890486|
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4|262276|0|927552412|-1110651699|1036831949|-1111322787|1036160861|
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1|538976323|16|1065353216|1065353216|1065353216|1065353216|1065353216|0|1065353216|538976305|2818115|2097235|6619234|7274598|6619250|7274528|6619248|6881390|6750318|0|0|0|0|0|0|0|0|
1|538976327|16|1068289229|1065353216|1065353216|1065353216|1065353216|0|1065353216|538976305|6619204|6553697|7077920|6357103|100|7602280|6750240|49|0|0|0|0|0|0|0|0|0|
1|538976332|306|1068289229|0|1053609165|1053609165|1045220557|0|1065353216|538976305|5046348|2949169|4456533|2097228|7733359|7471205|7274604|6553697|7536672|6357104|2097262|49|0|0|0|0|0|
1|538976321|70|1065353216|0|1065353216|1065353216|0|0|1065353216|538976306|6488129|6881379|6619236|7602286|7077985|2097210|6619204|7012451|4784160|7340141|6488161|116|7667819|6750318|0|0|0|
1|538976323|16|1065353216|1065353216|1065353216|1065353216|1065353216|0|1065353216|538976306|2818115|2097235|6684769|6619252|2097266|7209065|6881382|6881390|6619252|0|0|0|0|0|0|0|0|
1|538976327|16|1068289229|1065353216|1065353216|1065353216|1065353216|0|1065353216|538976306|6619216|7143538|7209057|7209061|2097268|7274604|6553697|0|0|0|0|0|0|0|0|0|0|
1|538976332|822|1068289229|0|1061997773|1061997773|0|0|1065353216|538976321|5046348|2097203|2818088|7471206|7405669|4980768|3211341|41|0|0|0|0|0|0|0|0|0|
1|538976332|566|1068289229|0|0|0|0|0|1065353216|538976322|7471170|7012449|3080293|6488161|6619235|2097260|2818088|7471206|7405669|4980768|3211341|41|0|0|0|0|0|
1|538976332|1078|1068289229|0|1061997773|1061997773|0|0|1065353216|538976323|5046348|2097203|3276840|3145780|3080240|3145778|2687024|0|0|0|0|0|0|0|0|0|0|
1|538976332|1334|1068289229|0|1061997773|1061997773|0|0|1065353216|538976324|6619223|6684786|7733280|7471205|6619243|7471205|2949152|4456480|7143541|6619248|114|0|0|0|0|0|0|
1|538976332|1590|1068289229|0|1061997773|1061997773|0|0|1065353216|538976325|6619223|6684786|7733280|7471205|6619243|7471205|2949152|4522016|6488184|7733345|7602273|7471215|0|0|0|0|0|
1|538976332|1846|1068289229|0|1061997773|1061997773|0|0|1065353216|538976326|6619223|6684786|7733280|7471205|6619243|7471205|2949152|5570592|4980804|0|0|0|0|0|0|0|0|
1|542392646|50|1065353216|0|1065353216|1065353216|1065353216|0|1065353216|0|6357094|6881396|7667815|101|7471220|6684769|6881382|2097251|7274604|6553697|7209065|103|0|0|0|0|0|
1|538976332|306|1068289229|0|1061158912|1061158912|1045220557|0|1065353216|538976340|5046348|2949169|5439572|5505056|7209057|6619236|7536749|7536761|6619252|109|4522016|3080259|4784196|2949198|4325446|0|0|
[-]
System
Design parameters of area elements
designpara::sof_design_dll
$ Automatically generated by Design Parameter 2024-6.0 20/09/2024 14:59
$ Attention: Changes will be overwritten if the task is opened again!
+PROG BEMESS urs:75.1 $ Design parameters of area elements
HEAD design parameter list
PAGE UNII 0
ECHO PARA
END
+PROG WING urs:75 $ Graphical Output
HEAD Graphical Output
PAGE UNII 0
CTRL EMPT YES $ create empty pages if results not available
CTRL WARN (800 802 1) $ no warnings if no values found
CTRL WARN (804 808 1) $ no warnings if no values found
CTRL WARN 873 $ no warning for 2D visibility
#define SCHR=0.2
SCHH H6 0.2
#define FILL=-
#define FILLI=-
#define FILLC=-
#define SCHRI=-
#define SCHRC=-
VIEW EGXY $ view in global Z direction
MOVE UNIT PRWC X 0 Y 33 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 33 DTYP QSEC $ cut in global X direction
MOVE UNIT PRWC X 0 Y 66 DTYP QSEC ; DRAW UNIT PRWC X 100 Y 66 DTYP QSEC $ cut in global X direction
MOVE UNIT PRWC X 33 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 33 Y 100 DTYP QSEC $ cut in global Y direction
MOVE UNIT PRWC X 66 Y 0 DTYP QSEC ; DRAW UNIT PRWC X 66 Y 100 DTYP QSEC $ cut in global Y direction
SIZ2 SPLI PICT
SIZE -URS SC 0 SPLI 2x1 MARG NO FORM STAN
VIEW EG3
STRU NUME PRTP NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME DIU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME DIL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME DIS NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME COVU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME COVL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME WKU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME WKL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME SGU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME SGL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MIU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MIL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MIS NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MAU NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MAL NUMN QUAD REPR DTXT
GRID TYPE AMAX SIZP -4; SCHH ND 1; STRU NUME MAS NUMN QUAD REPR DTXT
END
System Information
startup::sof_system_dll
Test Bridge
NBN_EN199X-200X-BRIDGE/B1/32/8/102/0/0
0
-3
5
0
1
0
LineEdit: Gruppendivisor_lineeditString(10000)
1
Materials
material::sof_a_dll
$ Automatically generated by SOFiSTiK Material + Section Plugins 2024-6.0 6/09/2024 17:01
+PROG AQUA urs:3 $ Materials
HEAD Materials
PAGE UNII 0
ECHO FULL no
ECHO MAT FULL
END
Cross Sections
section::sof_a_dll
$ Automatically generated by SOFiSTiK Material + Section Plugins 2024-6.0 30/08/2024 13:06
+PROG AQUA urs:4 $ Cross Sections
HEAD Sections
PAGE UNII 0
ECHO SECT FULL
ECHO PICT YES
ECHO REFP NO
ECHO WIND YES
CTRL REST 3
END
Action Manager
actionmanager::sof_loadcase_gui_dll
$ Automatically generated by SOFiSTiK Action Manager 2024-6.0 4/09/2024 9:53
+PROG TEMPLATE urs:5 $ Action Manager
HEAD Actions
PAGE UNII 0
ECHO ACT
END
SOFiPLUS(-X) Modeling
sofiplus::sof_sofiplus_dll
Actions & rsets
Define Actions
tedview::sof_tedview_dll
$--- Define the set of actions used in the model ---$
$--- Written by TM ---$
$--- Revisions ---$
$[2024/09/04] 1st version :: Start with file
$[2023/12/07] 2nd version ::
$--- Guideline ---$
$create a variable #nspan describing the number of spans in your project
+PROG SOFILOAD $ Define Actions urs:bri.load1
$--- Preamble used through all chapters ---$
ECHO ACT EXTR !show overview of actions
ACT init !remove all previous defined actions
let#nspan 1 // Can be increased for more complex bridges
!*! Define Permanent actions
HEAD Include Permanent actions
$numbering: LC<50
ACT 'G_1' GAMU 1.35 1.00 PSI0 1.00 1.00 1.00 TITL 'Dead load' !!! Includes fixed ballast !!!
ACT 'G_2' GAMU 1.35 1.00 PSI0 1.00 1.00 1.00 TITL 'Permanent load'
$ACT 'G_3' GAMU 1.35 1.00 PSI0 1.00 1.00 1.00 TITL 'Other permanent load' $$eg during construction stages
ACT 'C_1' GAMU 1.00 1.00 PSI0 1.00 1.00 1.00 PART 'G' SUP PERM TITL "C+S before opening"
ACT 'C_2' GAMU 1.00 1.00 PSI0 1.00 1.00 1.00 PART 'G' SUP PERM TITL "C+S after infinite"
$ACT 'P' GAMU 1.30 1.00 PSI0 1.00 1.00 1.00 PART 'P' SUP PERM TITL "Prestress"
$ACT 'P_1' GAMU 1.30 1.00 PSI0 1.00 1.00 1.00 PART 'P' SUP PERM TITL "Internal prestress" !Prestress with tendons
$ACT 'P_4' GAMU 1.30 1.00 PSI0 1.00 1.00 1.00 PART 'P' SUP PERM TITL "External prestress" !Prestress with loads
!*! Define Variable actions
HEAD Include Variable actions
ACT 'R' GAMU 1.50 0 PSI0 1.00 1.00 1.00 PART Q SUP EXCL TITL "Profiling reserve" $LC50
ACT 'W' GAMU 1.50 0 PSI0 0.60 0.20 0.00 PART Q SUP EXCL TITL 'wind' $LC70+
ACT 'F' GAMU 1.50 0 PSI0 1.00 1.00 1.00 PART Q SUP EXCL TITL 'settlement' $LC80+
ACT 'T' GAMU 1.50 0 PSI0 0.60 0.60 0.50 PART Q SUP EXCL TITL 'temperature' $LC90+
$ACT 'H' GAMU 1.80 0.00 PSI0 0.00 0.00 0.00 PART Q SUP EXEX TITL 'Over- onderdruk kokers'
$ACT 'Q' GAMU 1.50 0.00 PSI0 1.00 1.00 1.00 PART Q SUP COND TITL "Tijdelijke overlasten bouwfasen" $LC60+
!*! Define Variable traffic actions
HEAD Include Variable traffic actions
Loop#i #nspan; let#1 #i+1
ACT 'L_#1' GAMU 1.35 0 PSI0 0.40 0.40 0.20 PART Q_1 SUP EXCL TITL 'LM1-UDL overload span #1'; Endloop $LC100+ $per span wordt een L_#1 genomen
ACT 'L_T' GAMU 1.35 0 PSI0 0.75 0.75 0.20 PART Q_1 SUP EXCL TITL 'LM1-TS Tandemsystem' $LC200+
ACT 'L_B' GAMU 1.35 0 PSI0 0.00 0.00 0.00 PART Q_2 SUP EXEX TITL 'Brake/accel (+freq LM1)' $LC300+
ACT 'L_A' GAMU 1.35 0 PSI0 0.80 0.80 0.00 PART Q_3 SUP EXEX TITL 'LM3 (+freq LM1)' $LC400+ tandem
ACT 'L_C' GAMU 1.35 0 PSI0 0.80 0.80 0.00 PART Q_4 SUP EXEX TITL 'LM3 (2400/200)'
ACT 'L_D' GAMU 1.35 0 PSI0 0.80 0.80 0.00 PART Q_5 SUP EXEX TITL 'Werf verkeer - Dumper'
ACT 'L_E' GAMU 1.35 0 PSI0 0.80 0.80 0.00 PART Q_6 SUP EXEX TITL 'Werf verkeer - Excavator'
ACT 'L_F' GAMU 1.35 0 PSI0 0.80 0.80 0.00 PART Q_7 SUP EXEX TITL 'Werf verkeer - UDL'
$ACT 'L_C' GAMU 1.35 0 PSI0 0.00 0.00 0.00 PART Q_5 SUP COND TITL 'LM4 (crowd load)' $LC400+
$ACT 'L_L' GAMU 1.35 0 PSI0 0.00 0.00 0.00 PART Q_6 SUP EXEX TITL 'LM2 loads (local)' $LC400+
!*! Define Fatigue actions
HEAD Include Fatigue actions
$Fatigue loads (SIMPLE)
ACT 'FAT' GAMU 1.00 0 PSI0 1.00 1.00 1.00 PART Q SUP EXCL TITL 'fatigue' $LC500+
!*! Define Accidental actions
HEAD Include Accidental actions
ACT 'A_1' GAMU 1.00 0 PSI0 1.00 1.00 0.00 GAMA 1.0 PART 'A' SUP EXEX TITL "Accidental: Barrier Impact"
ACT 'A_2' GAMU 1.00 0 PSI0 1.00 1.00 0.00 GAMA 1.0 PART 'A' SUP EXEX TITL "Accidental: Deck Impact"
//ACT 'A_3' GAMU 1.00 0 PSI0 1.00 1.00 0.00 GAMA 1.0 PART 'A' SUP EXEX TITL "Accidental: Pretension loss"
END
Loads (non-traffic)
Traffic loads
Traffic loads
tedview::sof_tedview_dll
$--- Define the set of traffic loads used in the model ---$
$--- Adapted by TM from template ---$
$--- Revisions ---$
$[2024/09/04] 1st version :: Start with file
$[2023/12/07] 2nd version ::
$--- Guideline ---$
$match the #sx_sup with the support placements
$set the relative TS postions with #sxi_ts or use the absolute postions using #sx_ts
$total width of the bridge #B
$angle of the placements #alpha
$number of spans #nspan
+PROG SOFILOAD urs:45.1
HEAD Define traffic loads
<text>
This bridge allows for the following traffic loads:
1 Hitachi Giant EX1200-6 excavator
In summary the loads are applied to load cases as follows:
400-499 gr5 Excavator & dumper site traffic
</text>
#define CTRLtrain
CTRL WARN 909 $ No warning 'load not 100% applied'
CTRL COPY 2+4*6 $ Create loads from load trains preferred as area loads for a QGR (Group of quad elements)
GRP 140 $ Select only groups on which the load should be projected/applied
#enddef
#include CTRLtrain
LET#A 'AXIS' !Name of the traffic axis
STO#LCgr1a 100 ! Startnumber of gr1a (LM1)
STO#LCgr2 200 ! Startnumber of gr2 (freq LM1 + brake/accel + centrifugal)
STO#LCgr5 300 ! Startnumber of gr5 (LM3) or (freq LM1 + LM3)
STO#LCgr5a 400 ! Startnumber of gr5 (LM3)
STO#LCgr4 500 ! Startnumber of gr4 (LM4) // crowd loading not considered
LET#nls 3 ! Number of lane systems - We simplify to 3, left right and center. We don't do it over all 8 lanes
LET#BWidth 25.0 ! Width of the bridge
!support positions (absolute)
STO#sx_sup 3.6, 31.4 // 1 span
!ts postions (relative)
LET#sxi_ts 0.1, 0.25, 0.5, 0.75, 0.9 // work on 1/4 spans
!derived parameters
Loop#i sx_sup;
STO#nspan #i // nspan will be 1 based. I.e for 3 spans nspan will be 3
STO#s_min #sx_sup(0)
STO#s_max #sx_sup(#i)
Endloop
// At this point s_min is the x of the support location and s_max is the last one. Similar approach to get the length of an array.
<text>
nspan = #nspan
s_min = #s_min
s_max = #s_max
</text>
// This loop tries to setup the sx_ts variable as the coordinates to apply the loads on. Based on the support dims and the sxi_ts relative values
Loop#i sxi_ts
LET#sxi_ts_i #sxi_ts(#i)
LET#sxi_ts_i_div1 div(#sxi_ts_i,1)
LET#sxi_ts_i_mod1 mod(#sxi_ts_i,1)
//note the div function only returns the int part of the answer. For example div(5.4/1) = 5
//note the mod function only returns the double part of the answer after the comma. For example mod(5.4/1) = 0.4
If #sxi_ts_i_div1 == #nspan //if we're at the last span... I don't think this is ever triggerd as nspan = 1 and sxi_ts stops at nspan-1?
Let#sx_ts(#i) #sx_sup(#sxi_ts_i_div1)
Else
Let#sx_ts(#i) #sx_sup(#sxi_ts_i_div1)+#sxi_ts_i_mod1*(#sx_sup(#sxi_ts_i_div1+1)-#sx_sup(#sxi_ts_i_div1))
Endif
<text>
i = #i
sxi_ts_i = #(#sxi_ts_i ,5.3)
div 1 = #(#sxi_ts_i_div1 ,5.3)
mod 1 = #(#sxi_ts_i_mod1 ,5.3)
sx_ts[i] = #(#sx_ts(#i) ,5.3)
</text>
Endloop
// At this point we have the x coordinates to apply our loads to :)
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! Lane definition
//each lane is given a name, YRA = right value at start YLA = Left value at start
// Should we use L here?
!Lane system 1 (LS1) lanes placed in center
//TODO make this into an auto loop. But for time reasons do it by hand
//let #lw 3 // 3m lane with
//loop #i nlns // loop from 0 to 8
// LANE #A.#i YRA 1.5 YLA -1.5 #BWidth/2-3 ; Sto#dx0(1) -tan(#alpha)*(#B/2-1.5) !Theoretische rijstrook
//endloop
LANE #A.0 YRA +1.5 YLA -1.5 ; !Theoretische rijstrook 1
LANE #A.1 YRA +4.5 YLA +1.5 ; !Theoretische rijstrook 2
LANE #A.2 YRA -1.5 YLA -4.5 ; !Theoretische rijstrook 3
LANE #A.3 YRA -4.5 YLA -#BWidth/2 ; !Theoretische reststrook 1
LANE #A.4 YRA +#BWidth/2 YLA +4.5 ; !Theoretische reststrook 2
!Lane system 2 (LS2) lanes placed left
LANE #A.10 YRA -#BWidth/2+3 YLA -#BWidth/2 ; !Theoretische rijstrook 1
LANE #A.11 YRA -#BWidth/2+6 YLA -#BWidth/2+3 ; !Theoretische rijstrook 2
LANE #A.12 YRA -#BWidth/2+9 YLA -#BWidth/2+6 ; !Theoretische rijstrook 3
LANE #A.13 YRA 0.0 YLA -#BWidth/2+9 ; !Theoretische reststrook 1
LANE #A.14 YRA +#BWidth/2 YLA 0.0 ; !Theoretische reststrook 2 - Needed for loop later, see gr1
!Lane system 3 (LS3) lanes placed right
LANE #A.20 YRA #BWidth/2 YLA #BWidth/2-3 ; !Theoretische rijstrook 1
LANE #A.21 YRA #BWidth/2-3 YLA #BWidth/2-6 ; !Theoretische rijstrook 2
LANE #A.22 YRA #BWidth/2-6 YLA #BWidth/2-9 ; !Theoretische rijstrook 3
LANE #A.23 YRA #BWidth/2-9 YLA 0.0 ; !Theoretische reststrook 1
LANE #A.24 YRA 0.0 YLA -#BWidth/2 ; !Theoretische reststrook 2 - Needed for loop later
// Other example has a lane system 9 for the whole width?
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! Train definition
// Volvo AG40
// 202kN---4.5m---244kN--1.9m--244kN
// Front wheels 1x3.4 = 60kPa
//Back wheels 2.9x3.4 = 50 kPa
LC 905 TYPE none ; trai USER WIDT 3.5[m]
trpl P 202 PFAC 1 A 0 Y 0 BW 3.4[m] LW 1[m] // define point load of train
trpl P 488 PFAC 1 A 5.45[m] Y 0 BW 3.4[m] LW 2.9[m]
trpl P 202 PFAC 1 A 2.95[m] Y 0 BW 3.4[m] LW 1[m] // second dumper 1.5m behind
trpl P 488 PFAC 1 A 5.45[m] Y 0 BW 3.4[m] LW 2.9[m]
// Excavator
// each track has a load of 570kN and is 0.7x5.7m.
//Load per foot = 143kPa
LC 906 TYPE none ; trai USER WIDT 3.9[m] //copy other wheel in case definition
trpl P 570 PFAC 1 A 0 Y 1.95[m] BW 0.7[m] LW 5.7[m] // define point load of train
trpl P 570 PFAC 1 A 0 Y -1.95[m] BW 0.7[m] LW 5.7[m]
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
! components for gr1
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! gr2: Brake/acceleration + LM1(freq)
! Full brake load always accompanied with full vertical load.
! No brake force if there are no vehicles...
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! gr5: LM3 + LM1(freq)
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! gr4: LM4 20kPa UDL
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$
!*! gr5: LM3 dumper
LET#eccentricity 0,1.0,-1.0
LOOP#C 2
if #C==0; Let#sign 1
else; Let#sign -1
endif
LOOP#j #nls !Lane systems
LOOP#i sx_ts !TS positions #n_tot
LET#1 #j+1
LET#2 #sxi_ts(#i)
LET#v div(#sxi_ts(#i),1) ! huidige veldnummer
LET#p mod(#sxi_ts(#i),1) ! huidige positie binnen veld
LET#dx3 max(0.0,min(#s_max-10.5,#sx_ts(#i)-10.5/2))
//15% of vertical aplpied as horizontal force
// 1380*0.15(kN) / 27.5 (bridge width) = 7.53 kN/m
let#h 7.53*#sign
LC #LCgr5a TYPE 'L_D' Titl 'gr5: Dumper LS#1-P#(#2,3.2)'
!LM3 TS
LET#m #j*10+0 ; COPY 905 TYPE GR0 REF #A.#m DX #dx3 DY #eccentricity(#j) WIDE 4.5 YEX -
//add the horizontal load
LINE SLN NO 20 TYPE PXX #h
STO#LCgr5a #LCgr5a+1
Endloop
Endloop
Endloop
!*! gr5: LM3 excavator
LOOP#C 2
if #C==0; Let#sign 1
else; Let#sign -1
endif
LET#eccentricity 0,1.0,-1.0
LOOP#j #nls !Lane systems
LOOP#i sx_ts !TS positions #n_tot
LET#1 #j+1
LET#2 #sxi_ts(#i)
LET#v div(#sxi_ts(#i),1) ! huidige veldnummer
LET#p mod(#sxi_ts(#i),1) ! huidige positie binnen veld
LET#dx3 max(0.0,min(#s_max-10.5,#sx_ts(#i)-10.5/2))
//15% of vertical aplpied as horizontal force
// 1140*0.15(kN) / 27.5 (bridge width) = 6.22 kN/m
let#h 6.22*#sign
LC #LCgr5a TYPE 'L_E' Titl 'gr5: Excavator LS#1-P#(#2,3.2)'
!LM3 TS
LET#m #j*10+0 ; COPY 906 TYPE GR0 REF #A.#m DX #dx3 WIDE 4.5 YEX -
// LET#m #j*10+0 ; COPY 906 TYPE GR0 REF #A.#m DX #dx3 DY 1.95 WIDE 4.5 YEX -
// LET#m #j*10+0 ; COPY 906 TYPE GR0 REF #A.#m DX #dx3 DY -1.95 WIDE 4.5 YEX -
//add the horizontal load
// LINE SLN NO 20 TYPE PXX #h
STO#LCgr5a #LCgr5a+1
Endloop
Endloop
Endloop
END
+PROG ASE urs:8 $ Linear Analysis
HEAD Linear analysis of traffic load cases
PAGE UNII 0
CTRL OPT SOLV VAL - $ Solution of the system
CTRL OPT CORE VAL 4
$CTRL WARN 398
$CTRL WARN 42
CTRL WARN 398 !Don't give warning for empty loadcases
$echo load full
$----Active groups----
GRP ALL
grp2 no 140 quea 0.001 qemx 0.001 !orthotrope werking van druklaag
$---Loadcases to analyse----
<text>
Check LC:
LCgr1a = #LCgr1a
LCgr2 = #LCgr2
LCgr5 = #LCgr5
LCgr5a = #LCgr5a
</text>
LC (300 #LCgr5 1)
LC (400 #LCgr5a 1)
END
Traffic loads visual
wingraf::sof_h_dll
$ Automatically generated by WING 2024-6.0 1/10/2024 11:09
$ Attention: Changes will be overwritten if the task is opened again!
PROG WING urs:37.1 $ Interactive Graphics
HEAD $ All loads LC: 433
UNIT 0 SET IN $ default unit set
CTRL OPT GSTR VAL DEFA
CTRL OPT REPR VAL YES
$ DB NUMB 1 TITL "testbridge.cdb"
CTRL OPT AXIS VAL DEFA
$ graphics 1 | picture 1 | layer 1 : All loads LC: 433
PAGE LANO 1
SIZE TYPE URS SC 0 MARG NO SPLI '2*1'
SIZ2 SPLI DEFA
HEAD LM1 UDLS
AND POSI 1 POSL 0 POSR 100 POSD 50 POSU 100
SCHH H6 0.730000 ND 0
SCH2 DIRE DEFA
LC NO 433 DESI 1
BOX
VIEW TYPE DIRE X -0.743488 Y 0.412624 Z -0.526276 AXIS NEGZ ROTA 0
DEFO TYPE NO EXPO 0 SMOV CURR
SELE NUMB 0
DSGN TYPE SING DTYP DEFA
DSGN TYPE LINE DTYP DEFA
DSGN TYPE AREA DTYP DEFA
LOAD TYPE ALL UNIT DEFA SCHH YES SING VECT FILL NO REPR DREP ETYP ALL GTYP ELEM
$ graphics 1 | picture 2 | layer 1 : All loads LC: 417
AND POSI 2 POSL 0 POSR 100 POSD 0 POSU 50
SCHH H6 0.350000
SCH2 DIRE DEFA
LC NO 417
LOAD TYPE ALL UNIT DEFA SCHH YES SING VECT FILL NO REPR DREP ETYP ALL GTYP ELEM
END
Construction stages
Calculation
Supports
Design steel
Design concrete