27-10-section cut, pier reaction and bearing reaction
DESCRIPTION
forcesTRANSCRIPT
TABLE: Section Cut Forces - AnalysisSectionCut OutputCase CaseType StepType
girder no. SC no Text Text Text Text3 SC1 3SC1 DL Combination3 SC2 3SC2 DL Combination3 SC3 3SC3 DL Combination3 SC4 3SC4 DL Combination3 SC5 3SC5 DL Combination4 SC1 4SC1 DL Combination4 SC2 4SC2 DL Combination4 SC3 4SC3 DL Combination4 SC4 4SC4 DL Combination4 SC5 4SC5 DL Combination5 SC1 5SC1 DL Combination5 SC2 5SC2 DL Combination5 SC3 5SC3 DL Combination5 SC4 5SC4 DL Combination5 SC5 5SC5 DL Combination
F1 F2 F3 M1 M2 M3Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
-13.0 3.0 44.0 -4.2 16.2 2.5156.0 -3.8 -12.4 3.4 -153.6 2.3229.2 0.5 -5.8 0.2 -275.4 -0.6
-148.8 -3.7 -14.4 3.1 180.7 -2.210.2 4.1 39.8 -1.7 -12.3 -2.4
-20.3 -0.2 34.4 0.1 20.8 -0.3171.7 -0.4 -16.5 0.3 -170.4 0.4240.7 0.5 -2.7 -0.3 -300.1 -0.5
-158.2 0.3 -17.3 -0.2 197.0 0.252.6 -0.2 35.5 0.1 -17.7 -0.1-9.3 -3.4 43.3 4.4 16.4 -3.0
147.6 3.2 -8.8 -2.7 -136.3 -1.7214.6 0.3 -5.9 -0.7 -231.0 -0.3
-137.7 3.7 -12.4 -3.0 169.0 2.410.6 -4.3 38.5 1.8 -12.2 2.3
-10.2 3.1 45.3 -4.4 16.7 2.6160.7 -3.9 -12.7 3.5 -158.6 2.4235.6 0.5 -5.9 0.2 -283.4 -0.6
-153.2 -3.8 -14.8 3.2 186.5 -2.210.5 4.2 41.1 -1.8 -12.7 -2.4
-21.5 -0.2 36.7 0.2 22.1 -0.4182.1 -0.4 -17.4 0.4 -181.5 0.4254.1 0.5 -2.8 -0.3 -317.7 -0.6
-167.8 0.3 -18.2 -0.2 209.9 0.255.6 -0.2 37.9 0.1 -18.7 -0.1-9.6 -3.5 44.7 4.6 16.9 -3.1
152.1 3.3 -9.0 -2.7 -140.8 -1.8220.6 0.3 -6.0 -0.7 -237.8 -0.4
-141.9 3.8 -12.7 -3.1 174.5 2.410.9 -4.4 39.8 1.8 -12.6 2.4
DEAD= self weight of the structureDL= Total weight of the structure inclusing, self weight, SDL, travelator and service loadingLL= Live Load
DL= Total weight of the structure inclusing, self weight, SDL, travelator and service loading
Left Support ReactionFrame OutputCase CaseType StepType P V2 V3
Tonf Tonf Tonf186 LL LinStatic -50 -7 -2186 Wx LinStatic 0 0 0186 Wy LinStatic -19 -5 7186 RSv LinRespSpeMax 88 12 3186 Temperature1 LinStatic 0 2 0186 DL Combination -188 -27 -7186 Ex CombinatioMax 4 13 9186 Ex CombinatioMin -90 -26 -12186 Ey CombinatioMax 104 34 30186 Ey CombinatioMin -191 -46 -34186 Env CombinatioMax 35 29 36186 Env CombinatioMin -525 -100 -54197 LL LinStatic -10 1 -1197 Wx LinStatic 0 -2 0197 Wy LinStatic 3 2 7197 RSv LinRespSpeMax 8 4 2197 Temperature1 LinStatic 0 0 0197 DL Combination -21 7 -5197 Ex CombinatioMax 4 38 10197 Ex CombinatioMin -13 -34 -12197 Ey CombinatioMax 15 24 32197 Ey CombinatioMin -24 -20 -34197 Env CombinatioMax 7 60 39197 Env CombinatioMin -61 -41 -52218 LL LinStatic -15 0 -1218 Wx LinStatic 0 -7 0218 Wy LinStatic -1 -4 8218 RSv LinRespSpeMax 19 2 2218 Temperature1 LinStatic 0 -1 0218 DL Combination -41 1 -3218 Ex CombinatioMax -4 114 10218 Ex CombinatioMin -15 -114 -12218 Ey CombinatioMax -1 53 35218 Ey CombinatioMin -18 -53 -36218 Env CombinatioMax -24 151 43218 Env CombinatioMin -86 -149 -52229 LL LinStatic -19 12 0229 Wx LinStatic -1 -18 0229 Wy LinStatic 0 0 8229 RSv LinRespSpeMax 24 14 2229 Temperature1 LinStatic 0 -1 0229 DL Combination -56 36 0229 Ex CombinatioMax 7 316 11229 Ex CombinatioMin -32 -300 -11229 Ey CombinatioMax -5 102 38229 Ey CombinatioMin -21 -85 -38229 Env CombinatioMax -23 460 50
229 Env CombinatioMin -122 -368 -50250 LL LinStatic -17 0 1250 Wx LinStatic 0 -7 0250 Wy LinStatic 1 4 8250 RSv LinRespSpeMax 18 1 3250 Temperature1 LinStatic 0 -1 0250 DL Combination -40 2 3250 Ex CombinatioMax -4 114 12250 Ex CombinatioMin -15 -113 -10250 Ey CombinatioMax 1 53 36250 Ey CombinatioMin -19 -52 -35250 Env CombinatioMax -21 152 53250 Env CombinatioMin -87 -147 -44261 LL LinStatic -11 1 2261 Wx LinStatic 0 -2 0261 Wy LinStatic -3 -2 7261 RSv LinRespSpeMax 7 4 3261 Temperature1 LinStatic 0 -1 0261 DL Combination -18 9 5261 Ex CombinatioMax 5 38 12261 Ex CombinatioMin -13 -33 -9261 Ey CombinatioMax 15 24 34261 Ey CombinatioMin -24 -20 -32261 Env CombinatioMax 9 62 53261 Env CombinatioMin -56 -39 -40282 LL LinStatic -52 -7 2282 Wx LinStatic 0 0 0282 Wy LinStatic 19 5 7282 RSv LinRespSpeMax 89 13 4282 Temperature1 LinStatic 1 1 0282 DL Combination -189 -27 7282 Ex CombinatioMax 2 14 12282 Ex CombinatioMin -89 -26 -9282 Ey CombinatioMax 100 33 33282 Ey CombinatioMin -187 -46 -30282 Env CombinatioMax 31 29 55282 Env CombinatioMin -522 -100 -36
DEAD= self weight of the structureLeft Support Reaction DL= Total weight of the structure inclusing, self weight, SDL, travelator and service loading
T M2 M3 P is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisTonf-m Tonf-m Tonf-m Note: Right support is hinge support and the left is roller with Y and Z -translation restrained
0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0
Left Support
0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0
DEAD= self weight of the structureDL= Total weight of the structure inclusing, self weight, SDL, travelator and service loadingP is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisNote: Right support is hinge support and the left is roller with Y and Z -translation restrained
Left Support
Diagram showing the bearing location and bearing ID
Diagram showing the bearing location and bearing ID
186197
218
229
250
261
282
Right Support
Left Support ReactionFrame OutputCase CaseType StepType P V2
Tonf Tonf8 LL LinStatic -36 08 Wx LinStatic 0 08 Wy LinStatic 12 08 RSv LinRespSpec Max 61 08 Temperature1 LinStatic 0 08 DL Combination -123 08 Ex Combination Max 2 08 Ex Combination Min -59 08 Ey Combination Max 61 08 Ey Combination Min -117 08 Env Combination Max 17 08 Env Combination Min -336 09 LL LinStatic -21 09 Wx LinStatic 0 09 Wy LinStatic 4 09 RSv LinRespSpec Max 32 09 Temperature1 LinStatic 0 09 DL Combination -67 09 Ex Combination Max -4 09 Ex Combination Min -27 09 Ey Combination Max 16 09 Ey Combination Min -47 09 Env Combination Max -14 09 Env Combination Min -160 010 LL LinStatic -16 010 Wx LinStatic 0 010 Wy LinStatic 2 010 RSv LinRespSpec Max 22 010 Temperature1 LinStatic 0 010 DL Combination -48 010 Ex Combination Max -6 010 Ex Combination Min -16 010 Ey Combination Max 1 010 Ey Combination Min -23 010 Env Combination Max -25 010 Env Combination Min -100 011 LL LinStatic -16 011 Wx LinStatic 0 011 Wy LinStatic 0 011 RSv LinRespSpec Max 22 011 Temperature1 LinStatic 0 011 DL Combination -49 011 Ex Combination Max -9 011 Ex Combination Min -13 011 Ey Combination Max -9 011 Ey Combination Min -13 011 Env Combination Max -38 0
11 Env Combination Min -99 012 LL LinStatic -16 012 Wx LinStatic 0 012 Wy LinStatic -2 012 RSv LinRespSpec Max 22 012 Temperature1 LinStatic 0 012 DL Combination -49 012 Ex Combination Max -6 012 Ex Combination Min -16 012 Ey Combination Max 1 012 Ey Combination Min -23 012 Env Combination Max -25 012 Env Combination Min -101 013 LL LinStatic -21 013 Wx LinStatic 0 013 Wy LinStatic -4 013 RSv LinRespSpec Max 32 013 Temperature1 LinStatic 0 013 DL Combination -67 013 Ex Combination Max -3 013 Ex Combination Min -27 013 Ey Combination Max 17 013 Ey Combination Min -48 013 Env Combination Max -12 013 Env Combination Min -161 014 LL LinStatic -36 014 Wx LinStatic 0 014 Wy LinStatic -13 014 RSv LinRespSpec Max 60 014 Temperature1 LinStatic 0 014 DL Combination -122 014 Ex Combination Max 4 014 Ex Combination Min -60 014 Ey Combination Max 63 014 Ey Combination Min -119 014 Env Combination Max 20 014 Env Combination Min -338 0
DEAD= self weight of the structureLeft Support Reaction DL= Total weight of the structure inclusing, self weight, SDL, travelator and service loading
V3 T M2 M3 P is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisTonf Tonf-m Tonf-m Tonf-m Note: Right support is hinge support and the left is roller with Y and Z translation restrained
0 0 0 00 0 0 06 0 0 01 0 0 00 0 0 01 0 0 0
11 0 0 0-10 0 0 034 0 0 0
-34 0 0 047 0 0 0
-43 0 0 00 0 0 00 0 0 07 0 0 01 0 0 00 0 0 01 0 0 0
11 0 0 0-10 0 0 035 0 0 0
-35 0 0 048 0 0 0
-45 0 0 00 0 0 00 0 0 07 0 0 00 0 0 00 0 0 01 0 0 0
11 0 0 0-11 0 0 037 0 0 0
-36 0 0 049 0 0 0
-47 0 0 00 0 0 00 0 0 07 0 0 00 0 0 00 0 0 00 0 0 0
11 0 0 0-11 0 0 038 0 0 0
-38 0 0 049 0 0 0
1413
12
11
10
9
8
Left Support
-49 0 0 00 0 0 00 0 0 07 0 0 01 0 0 00 0 0 0
-1 0 0 011 0 0 0
-11 0 0 036 0 0 0
-37 0 0 047 0 0 0
-49 0 0 00 0 0 00 0 0 07 0 0 01 0 0 00 0 0 0
-1 0 0 010 0 0 0
-11 0 0 035 0 0 0
-36 0 0 045 0 0 0
-49 0 0 00 0 0 00 0 0 06 0 0 01 0 0 00 0 0 0
-1 0 0 010 0 0 0
-11 0 0 034 0 0 0
-34 0 0 044 0 0 0
-47 0 0 0
DEAD= self weight of the structureDL= Total weight of the structure inclusing, self weight, SDL, travelator and service loadingP is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisNote: Right support is hinge support and the left is roller with Y and Z translation restrained
Left Support
Right Support
Left Pier ReactionTABLE: Element Forces - Frames
Frame Station OutputCase CaseType Step type
794 0 LL LinStatic794 11.383 LL LinStatic794 22.766 LL LinStatic794 0 Wx LinStatic794 11.383 Wx LinStatic794 22.766 Wx LinStatic794 0 Wy LinStatic794 11.383 Wy LinStatic794 22.766 Wy LinStatic794 0 RSv LinRespSpec Max794 11.383 RSv LinRespSpec Max794 22.766 RSv LinRespSpec Max794 0 Temperature1 LinStatic794 11.383 Temperature1 LinStatic794 22.766 Temperature1 LinStatic794 0 DL Combination794 11.383 DL Combination794 22.766 DL Combination794 0 Ex Combination Max794 11.383 Ex Combination Max794 22.766 Ex Combination Max794 0 Ex Combination Min794 11.383 Ex Combination Min794 22.766 Ex Combination Min794 0 Ey Combination Max794 11.383 Ey Combination Max794 22.766 Ey Combination Max794 0 Ey Combination Min794 11.383 Ey Combination Min794 22.766 Ey Combination Min
Right Pier ReactionFrame Station OutputCase CaseType Step type
293 0 LL LinStatic293 9.358 LL LinStatic293 18.716 LL LinStatic293 0 Wx LinStatic293 9.358 Wx LinStatic293 18.716 Wx LinStatic293 0 Wy LinStatic293 9.358 Wy LinStatic293 18.716 Wy LinStatic293 0 RSv LinRespSpec Max293 9.358 RSv LinRespSpec Max
293 18.716 RSv LinRespSpec Max293 0 Temperature1 LinStatic293 9.358 Temperature1 LinStatic293 18.716 Temperature1 LinStatic293 0 DL Combination293 9.358 DL Combination293 18.716 DL Combination293 0 Ex Combination Max293 9.358 Ex Combination Max293 18.716 Ex Combination Max293 0 Ex Combination Min293 9.358 Ex Combination Min293 18.716 Ex Combination Min293 0 Ey Combination Max293 9.358 Ey Combination Max293 18.716 Ey Combination Max293 0 Ey Combination Min293 9.358 Ey Combination Min293 18.716 Ey Combination Min
Left Pier Reaction
P V2 V3 T M2 M3Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m
-162 0 0 0 0 0-162 0 0 0 1 0-162 0 0 0 1 0
1 0 0 0 0 01 0 0 0 0 01 0 0 0 0 00 0 47 0 -126 00 0 47 0 -660 00 0 47 0 -1193 0
252 0 6 0 38 0252 0 6 0 75 3252 0 6 0 136 5
0 0 0 0 0 00 0 0 0 -1 00 0 0 0 -1 0
-569 0 0 0 0 22-789 0 0 0 1 22
-1009 0 0 0 3 22-108 281 92 0 273 5-158 281 92 0 1254 3207-209 281 92 0 2291 6409-154 -281 -92 0 -273 5-205 -281 -92 0 -1253 -3197-255 -281 -92 0 -2289 -6398-110 84 302 0 894 5-161 84 302 0 4124 966-212 84 302 0 7539 1926-151 -84 -302 0 -894 5-202 -84 -302 0 -4123 -956-252 -84 -302 0 -7537 -1916
Right Pier ReactionP V2 V3 T M2 M3
Tonf Tonf Tonf Tonf-m Tonf-m Tonf-m-172 0 0 -3 13 0-172 0 0 -3 13 0-172 0 0 -3 12 0
-1 -35 0 0 0 21-1 -35 0 0 0 349-1 -35 0 0 0 6760 0 50 -43 -168 00 0 50 -43 -636 00 0 50 -43 -1105 0
254 11 16 8 38 5254 11 16 8 130 109
254 11 16 8 281 2120 0 0 3 0 00 0 0 3 1 00 0 0 3 1 0
-597 0 0 -8 -7 22-778 0 0 -8 -8 22-959 0 0 -8 -10 22-120 673 96 88 330 348-162 673 96 88 1011 6650-204 673 96 88 1886 12952-154 -673 -96 -92 -334 -337-196 -673 -96 -92 -1015 -6640-237 -673 -96 -92 -1890 -12942-118 204 317 292 1085 109-160 204 317 292 3335 2018-201 204 317 292 6215 3927-156 -204 -317 -296 -1089 -98-198 -204 -317 -296 -3339 -2007-240 -204 -317 -296 -6219 -3917
P is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisEx= 1Rsx+0.3Rsy and Ey= 1 Rsy+0.3Rsx, Rs=response spectrum,station "0" is the top of the pier and 22.2 and 18.15 is the pier support
COlumn local axis direction
Roller Support
794
22.7
6 m
eter
P is along global Z-axis, V2 is along Global X-axis and V3 is along globar Y-axisRsv-= vertical earthquake= 0.23(Dead+SDL)
COlumn local axis direction
Roller Support Hinge Support
Hinge Support
29318
.7 m
eter
