Interim ReportThis document presents the finite element modeling and preliminary design of Iconic Bridge, located in Pasay City, Philippines.

Finite Element Modeling and Structural System Development of Iconic Bridge, Philippines

THE RUNWAY - ICONIC BRIDGE

Finite Element Modeling and Structural System Development of Iconic Bridge, Philippines

Interim ReportFinite Element Modeling and Structural System Development of Iconic Bridge, Philippines

AIT CONSULTING

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Content

Chapter 1 Base Reactions..........................................................................................................................4

1.1 Building Model.......................................................................................................................................4

1.2 Load Combinations................................................................................................................................5

1.3 Modal Properties....................................................................................................................................6

1.4 Base Reactions......................................................................................................................................7

1.5 Pier Reaction.........................................................................................................................................4

1.6 Girder Section forces.............................................................................................................................4

Interim ReportFinite Element Modeling and Structural System Development of Iconic Bridge, Philippines

AIT CONSULTING

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Chapter 1 Base Reactions

1.1 Building Model

Figure 1 - 3D view of the Bridge

Figure 2- Plan view of the Bridge

Interim ReportFinite Element Modeling and Structural System Development of Iconic Bridge, Philippines

AIT CONSULTING

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Figure 3 – YZ elevation view of the Bridge

Figure 4- XZ elevation view of the Bridge

1.2 Load Combinations

Following load combinations are used

Comb1- 1.3 [1.0DL + 1.67LL]

Comb2- 1.3 [1.0DL + 1 Wx]

Comb3- 1.3 [1.0DL - 1 Wx]

Comb4- 1.3 [1.0DL - 1 Wy]

Comb5- 1.3 [1.0DL + 1 Wy]

Comb6- 1.3 [1.0DL + 1 LL + 0.3 Wx]

Comb7- 1.3 [1.0DL + 1 LL - 0.3 Wx]

Comb8- 1.3 [1.0DL + 1 LL - 0.3 Wy]

Comb9- 1.3 [1.0DL + 1 LL + 0.3 Wy]

Interim ReportFinite Element Modeling and Structural System Development of Iconic Bridge, Philippines

AIT CONSULTING

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1.3 Modal Properties

Mode (Number) Period (S) Deformation

Mode 1 0.896 Twisting about Y-axis

Mode 2 0.716

Mode 3 0.469

Interim ReportFinite Element Modeling and Structural System Development of Iconic Bridge, Philippines

AIT CONSULTING

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1.4 Base Reactions

TABLE: Base Reactions

OutputCase GlobalFX GlobalFYGlobalF

ZGlobalM

X GlobalMYGlobalM

ZText KN KN KN KN-m KN-m KN-m

DEAD 0 0 7045 -6742 -193874 0LL 0 0 4219 -5339 -117759 0SDL 0 0 7307 -7963 -201411 0Wx -343 0 0 0 0 0Wy 0 -951 0 -1 0 -26200DL 0 0 17153 -14974 -478486 0DL+LL 0 0 21372 -20313 -596245 11.4DL 0 0 24015 -20964 -669880 11.2DL+1.6LL 0 0 18566 -16955 -520904 1COMB1 0 0 31459 -31057 -877686 1COMB2 -446 0 22299 -19466 -622031 1COMB3 446 0 22299 -19466 -622032 1COMB4 0 1236 22299 -19465 -622032 34061COMB5 0 -1236 22299 -19467 -622032 -34060COMB6 -134 0 27784 -26407 -775118 1COMB7 134 0 27784 -26407 -775118 1COMB8 0 371 27784 -26407 -775118 10219COMB9 0 -371 27784 -26407 -775118 -10217

1.5

1.6Pier Reaction

1.7 Girder Section forces

SC1 SC2 SC3 SC4SC5

Left SupportF1 F2 F3KN KN KN

Comb1 -0.023 488.01814745.7

6

Comb2 -446.445 300.86910424.5

6

Comb3 446.412 299.63510474.1

1

Comb4 -0.017 979.78610449.3

8

Comb5 -0.016 -379.28210449.2

9

Comb6 -133.949 412.87113014.6

1

Comb7 133.907 412.50113029.4

8

Comb8 -0.019 616.54613022.0

6

Comb9 -0.02 208.82713022.0

3

Right SupportF1 F2 F3KN KN KN

Comb1 0 -488.017 16712.88Comb2 0 -300.869 11874.92Comb3 0 -299.637 11825.37Comb4 0 256.13 11850.1Comb5 0 -856.635 11850.19Comb6 0 -412.871 14769.39Comb7 0 -412.501 14754.53Comb8 0 -245.772 14761.94Comb9 0 -579.602 14761.97

SC1TABLE: Section Cut Forces - Analysis

SectionCut OutputCase F1 F2 F3 M1 M2 M3Text Text KN KN KN KN-m KN-m KN-m

SC1 DL 1010 -93 -1614 2779 2232 -11583SC1 DL+LL 1262 -127 -2112 3780 2862 -15941SC1 1.4DL 1414 -131 -2259 3891 3125 -16216SC1 COMB1 1860 -195 -3180 5786 4269 -24520SC1 COMB2 1737 -122 -2085 3617 2651 -15090SC1 COMB3 889 -121 -2111 3609 3153 -15025SC1 COMB4 1303 -331 -2101 5061 2894 -19896SC1 COMB5 1323 88 -2094 2165 2910 -10219SC1 COMB6 1768 -166 -2742 4915 3646 -20734SC1 COMB7 1513 -166 -2750 4913 3796 -20714SC1 COMB8 1637 -229 -2747 5349 3719 -22175SC1 COMB9 1644 -103 -2745 4480 3723 -19272Maximum 1860 -331 -3180 5786 4269 -24520

SC2

TABLE: Section Cut Forces - AnalysisSectionCut OutputCase F1 F2 F3 M1 M2 M3

Text Text KN KN KN KN-m KN-m KN-mSC2 DL 10317 -413 -2356 756 -9146 -3346SC2 DL+LL 12977 -551 -2987 1026 -11670 -4633SC2 1.4DL 14443 -578 -3298 1059 -12804 -4684SC2 COMB1 19187 -837 -4434 1568 -17370 -7144SC2 COMB2 13737 -537 -3055 985 -12019 -4364SC2 COMB3 13086 -536 -3069 982 -11759 -4336SC2 COMB4 13428 -656 -3067 1299 -11908 -4367SC2 COMB5 13395 -418 -3057 667 -11870 -4333SC2 COMB6 16968 -717 -3882 1334 -15210 -6027SC2 COMB7 16772 -716 -3886 1333 -15132 -6019SC2 COMB8 16875 -752 -3885 1428 -15177 -6028SC2 COMB9 16865 -681 -3882 1239 -15165 -6018Maximum 19187 -837 -4434 1568 -17370 -7144

SC3

TABLE: Section Cut Forces - AnalysisSectionCut OutputCase F1 F2 F3 M1 M2 M3

Text Text KN KN KN KN-m KN-m KN-mSC3 DL -23149 20 -243 -344 28648 2556SC3 DL+LL -29072 27 -319 -519 36264 2739SC3 1.4DL -32409 28 -341 -481 40108 3578SC3 COMB1 -42953 41 -480 -827 53776 3720SC3 COMB2 -30283 26 -332 -450 37336 3296SC3 COMB3 -29905 26 -301 -444 37149 3349SC3 COMB4 -30296 46 -317 -502 37204 1216SC3 COMB5 -29891 6 -316 -392 37281 5429SC3 COMB6 -37850 35 -419 -675 47171 3553SC3 COMB7 -37737 35 -410 -674 47115 3568SC3 COMB8 -37854 41 -415 -691 47132 2929SC3 COMB9 -37733 29 -414 -658 47155 4192Maximum -42953 46 -480 -827 53776 5429

SC4

TABLE: Section Cut Forces - AnalysisSectionCut OutputCase F1 F2 F3 M1 M2 M3

Text Text KN KN KN KN-m KN-m KN-mSC4 DL -11052 234 -1361 317 14185 -1316SC4 DL+LL -13858 315 -1715 487 17960 -2018SC4 1.4DL -15473 327 -1905 444 19858 -1842SC4 COMB1 -20459 481 -2539 781 26636 -3236SC4 COMB2 -14426 304 -1761 414 18425 -1740SC4 COMB3 -14310 303 -1777 412 18455 -1681SC4 COMB4 -14451 240 -1776 521 18447 -3585SC4 COMB5 -14284 367 -1761 304 18433 165SC4 COMB6 -18033 410 -2227 633 23343 -2633SC4 COMB7 -17998 410 -2232 633 23353 -2615SC4 COMB8 -18040 391 -2232 666 23350 -3186SC4 COMB9 -17990 429 -2227 600 23346 -2061Maximum -20459 481 -2539 781 26636 -3585

SC5

TABLE: Section Cut Forces - AnalysisSectionCut OutputCase F1 F2 F3 M1 M2 M3

Text Text KN KN KN KN-m KN-m KN-mSC5 DL -687 223 -2522 2025 949 696SC5 DL+LL -865 305 -3249 2775 1255 988

TABLE: Section Cut Forces - AnalysisSectionCut OutputCase F1 F2 F3 M1 M2 M3

Text Text KN KN KN KN-m KN-m KN-mSC5 1.4DL -962 312 -3531 2835 1328 974SC5 COMB1 -1280 467 -4857 4261 1898 1540SC5 COMB2 -907 290 -3269 2634 1222 903SC5 COMB3 -879 290 -3290 2631 1245 906SC5 COMB4 -896 97 -3289 3166 1243 891SC5 COMB5 -890 483 -3269 2098 1224 918SC5 COMB6 -1129 396 -4221 3608 1628 1284SC5 COMB7 -1121 396 -4227 3607 1635 1285SC5 COMB8 -1126 338 -4227 3768 1634 1281SC5 COMB9 -1124 454 -4221 3447 1629 1289Maximum -1280 483 -4857 4261 1898 696

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