Figure E-53. Girder dead load shear. - trb.org · E-46 Figure E-56. Positive HL-93 live load...

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Figure E-53. Girder dead load shear.

Figure E-54. Girder dead load deflection.

Figure E-55. Dead load: combined, unfactored DC.

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Figure E-56. Positive HL-93 live load moment.

Figure E-57. Negative HL-93 live load moment.

Figure E-58. Positive HL-93 live load moment.

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Figure E-59. Strength I factored moment.

Figure E-60. Service I moments.

Figure E-61. Initial prestressing stress (after losses).

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Figure E-62. Total (final) prestressing losses.

Figure E-63. Elastic shortening loss (BRASS results only).

Figure E-64. Cracking moment.

Figure E-65. Flexural resistance Mr.

Figure E-66. Factored shear resistance.

Figure E-67. Typical steel girder cross section.

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Figure E-68. Format of USS plate girder data.

Figure E-69. XML format of steel girder input data.

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Figure E-70. Steel beam area.

Figure E-71. Moment of inertia—steel only.

Figure E-72. Steel beam area.

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Figure E-73. Moment of inertia—short-term composite section.

Figure E-74. Section modulus to top of beam—short-term composite section.

Figure E-75. Section modulus to bottom of beam—short-term composite section.

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Figure E-76. Section modulus to longitudinal reinforcing steel—negative moment section.

Figure E-77. Unfactored moment due to girder self weight.

Figure E-78. Unfactored shear due to girder self weight.

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Figure E-79. Unfactored moment due to combined Stage 1 DC load.

Figure E-80. Unfactored shear due to combined Stage 1 DC load.

Figure E-81. Unfactored moment due to combined Stage 2 superimposed DL.

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Figure E-82. Factored maximum Strength I moment.

Figure E-83. Factored minimum Strength I moment.

Figure E-84. Stress in compression flange at Strength I.

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Figure E-85. Stress in tension flange at Strength I.

Figure E-86. Stress in compression flange at Service II.

Figure E-87. Stress in tension flange at Service II.

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Figure E-88. Factored flexural capacity at Strength I.

Figure E-89. Factored shear capacity at Strength I.

1 , 9, 25028, 0.000000 , 0.000000 , 3, 1 1 , 9, 25029, 0.000000 , 0.6149535E+10, 3, 1 1 , 9, 25028, 0.000000 , 0.000000 , 3, 1 1 , 9, 25029, 0.000000 , 0.6149535E+10, 3, 1 1 , 9, 25028, 33528.00 , 0.000000 , 3, 14 1 , 9, 25029, 33528.00 , 0.6149535E+10, 3, 14 1 , 9, 25028, 33528.00 , 0.000000 , 3, 14 1 , 9, 25029, 33528.00 , 0.6149535E+10, 3, 14 1 , 9, 25028, 70104.00 , 0.000000 , 3, 27 1 , 9, 25029, 70104.00 , 0.6149535E+10, 3, 27 1 , 9, 25028, 70104.00 , 0.000000 , 3, 27 1 , 9, 25029, 70104.00 , 0.6149535E+10, 3, 27 1 , 9, 25028, 103632.0 , 0.000000 , 3, 39 1 , 9, 25029, 103632.0 , 0.6149535E+10, 3, 39 1 , 9, 25028, 103632.0 , 0.000000 , 3, 39 1 , 9, 25029, 103632.0 , 0.6149535E+10, 3, 39

Figure E-90. Sample results file.

E-58

Figure E-91. Database structure.

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Figure E-92. Database viewer for Piers Subdomain.

Figure E-93. Database viewer for Piers Subdomain (load-type selection).

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Figure E-94. Self-weight moment in cantilevers.

Figure E-95. Superstructure DC moment in cantilevers.

Figure E-96. Superstructure DW moment in cantilevers.

Figure E-97. Self-weight shear in cantilevers.

Figure E-98. Superstructure component dead load moment in cantilevers, double-bearing pier.

Figure E-99. Superstructure wearing surface dead load moment in cantilevers, double-bearingpier.

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E-62

Figure E-100. Self-weight dead load moment in cantilevers, double-bearing pier.

Figure E-101. Superstructure wearing surface dead load moment in cantilevers, double-bearingpier.

Figure E-102. Superstructure wearing surface dead load shear in cantilevers, double-bearingpier.

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Figure E-103. Substructure wearing surface dead load shear in cantilevers, double-bearingpier.

Figure E-104. Truck and lane live load (user-input girder reactions) moment in cantilevers,double-bearing pier.

Figure E-105. Truck and lane live load (user input girder reactions) shear in cantilevers,double-bearing pier.

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Figure E-106. Strength I moment in cantilevers, double-bearing pier.

PAPIER Results

Unfactored Stream Flow Forces ---- (Column 1) ----------------------------

POI Zone Ax Vl Vt Tx Mt Ml ------------ ---------- ---------- ---------- ---------- ---------- ---------- 0.000C BL 0.000 0.000 16.799 0.000 83.990 0.000 23.000C BL 0.000 0.000 0.000 0.000 0.000 0.000

BRASS Results

**** STREAM FLOW **** FORCES-KIPS LEVER ARM WATER DEPTH STREAM VELOCITY COLUMN TYPE COLUMN LONG. TRANS FT 10.000 FT 20.000 FPS SQUARE END 1 16.799 0.000 5.000

Figure E-107. Stream flow force results.

PAPIER Results Unfactored Ice Loads ------------------------------------------------------ Ice Load Cases: 1 (F, 0.15F) 2 (0.5F, Ft) (Ice Load) Column 1 Location: 0.000 Center LC Dir Comp Ax Vl Vt Tx Mt Ml -- ---- -------- --------- --------- --------- --------- --------- --------- Vert All -3.132 0.000 0.000 0.000 0.000 0.000 1 Parl Column 1 0.000 0.000 -2.325 0.000 -20.921 0.000 Norm Column 1 0.000 0.349 0.000 0.000 0.000 -3.138 2 Parl Column 1 0.000 0.000 -1.162 0.000 -10.461 0.000 Norm Column 1 0.000 0.000 0.000 0.000 0.000 0.000

BRASS Results ICE PRESSURE FORCE COLUMN PARALLEL TO PIER NORMAL TO PIER LEVER ARM Load Combination 1, AASHTO 3.9.2.4.1, F + .15*F 1 2.32 KIPS 0.35 KIPS 9.000 FT Load Combination 2, AASHTO 3.9.2.4.1, .5*F + Ft 1 1.16 KIPS 0.00 KIPS 9.000 FT

Figure E-108. Ice force results.

-50

-40

-30

-20

-10

0

10

20

30

40

50

0 5 10 15 20 25 30 35 40

Distance (ft.)

Sh

ear

(kip

s)

PAPIER BRASS-Pier(LRFD)

Figure E-110. Self-weight shear in the pier cap.

Figure E-109. General structure geometry.

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-100

-50

0

50

100

150

200

250

0 5 10 15 20 25 30 35 40

Distance (ft.)

Mo

men

t (k

ips*

ft)


Figure E-111. Self-weight moment in pier cap.

Figure E-112. Program modeling assumptions.

-6

-4

-2

0

2

4

6

0 5 10 15 20 25 30 35 40

Distance (ft.)

Sh

ear

(kip

s)


Figure E-113. Concentrated superstructure load shear in the pier cap.

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-10

0

10

20

30

40

50

60

70

0 5 10 15 20 25 30 35 40

Distance (ft.)

Mo

men

t (ki

ps*

ft)


Figure E-114. Concentrated superstructure load moment in the pier cap.

TABLE E-1 Report ID ranges

Report ID Range Description 10000–11999 Dead Load Distribution 12000–19999 Live Load Distribution Factors 20000–24999 Steel Cross Section 25000–29999 Prestressed Concrete Cross Sections 30000–31999 Dead Load Actions 32000–33999 Live Load Actions 34000–39999 Combined Actions 40000–49999 Steel (Composite and Non-Composite) 50000–59999 Prestressed Concrete (Composite and Non-Composite) 60000–69999 Substructure Columns (Concrete) 70000–79999 Substructure Footings 90000–99999 Miscellaneous Program-Specific or State-Specific Data

Report ID Description 1 Description 2 Description 3 Description 4 Description 5

10000 Girder Self Weight

10001 Slab Weight Exterior Girder

10002 Slab Weight Interior Girder

10003 Miscellaneous Dead Load Exterior Girder

10004 Miscellaneous Dead Load Interior Girder

10005 Total Stage 1 DW Exterior Girder

10006 Total Stage 1 DW Interior Girder

10007 Total Stage 1 DC Exterior Girder

10008 Total Stage 1 DC Interior Girder

10009 Total Stage 2 DW Exterior Girder

10010 Total Stage 2 DW Interior Girder

10011 Total Stage 2 DC Exterior Girder

10012 Total Stage 2 DC Interior Girder

12000 Steel I-Section Single Lane Loaded

Single Lane Loaded

Single Lane Loaded

Single Lane Loaded

Single Lane Loaded

Single Lane Loaded

Moment DF12001 Steel I-Section Multiple Lanes Loaded Moment DF12002 Steel I-Section Shear DF12003 Steel I-Section Multiple Lanes Loaded Shear DF12004 Steel I-Section Deflection DF12005 Steel I-Section Multiple Lanes Loaded Deflection DF12006 Closed Steel or Precast Boxes 1 (b)

1 (a)1 (a)1 (a)

1 (a)1 (a)1 (a)

Moment DF12007 Closed Steel or Precast Boxes 1 (b) Multiple Lanes Loaded Moment DF12008 Closed Steel or Precast Boxes 1 (b) Shear DF12009 Closed Steel or Precast Boxes 1 (b) Multiple Lanes Loaded Shear DF12010 Closed Steel or Precast Boxes 1 (b) Deflection DF12011 Closed Steel or Precast Boxes 1 (b) Multiple Lanes Loaded Deflection DF12012 Open Steel or Precast Boxes 1 (c) Single Lane Loaded Moment DF

Dead Load Distribution

Live Load Distribution Factors

12013 Open Steel or Precast Boxes 1 (c) Multiple Lanes Loaded Moment DF12014 Open Steel or Precast Boxes 1 (c) Single Lane Loaded Shear DF12015 Open Steel or Precast Boxes 1 (c) Multiple Lanes Loaded Shear DF12016 Open Steel or Precast Boxes 1 (c) Single Lane Loaded Deflection DF12017 Open Steel or Precast Boxes 1 (c) Multiple Lanes Loaded Deflection DF12018 Precast Boxes w/Shear Keys 1 (f) Single Lane Loaded Moment DF12019 Precast Boxes w/Shear Keys 1 (f) Multiple Lanes Loaded Moment DF12020 Precast Boxes w/Shear Keys 1 (f) Single Lane Loaded Shear DF12021 Precast Boxes w/Shear Keys 1 (f) Multiple Lanes Loaded Shear DF12022 Precast Boxes w/Shear Keys 1 (f) Single Lane Loaded Deflection DF12023 Precast Boxes w/Shear Keys 1 (f) Multiple Lanes Loaded Deflection DF12024 Precast I or Bulb T Sections 1 (k) Single Lane Loaded Moment DF12025 Precast I or Bulb T Sections 1 (k) Multiple Lanes Loaded Moment DF12026 Precast I or Bulb T Sections 1 (k) Single Lane Loaded Shear DF12027 Precast I or Bulb T Sections 1 (k) Multiple Lanes Loaded Shear DF12028 Precast I or Bulb T Sections 1 (k) Single Lane Loaded Deflection DF12029 Precast I or Bulb T Sections 1 (k) Multiple Lanes Loaded Deflection DF12030 Steel I-Section 2 (a)

2 (a)2 (a)2 (a)2 (a)2 (a)

Single Lane Loaded Moment DF12031 Steel I-Section Multiple Lanes Loaded Moment DF12032 Steel I-Section Single Lane Loaded Shear DF12033 Steel I-Section Multiple Lanes Loaded Shear DF12034 Steel I-Section Single Lane Loaded Deflection DF12035 Steel I-Section Multiple Lanes Loaded Deflection DF12036 Closed Steel or Precast Boxes 2 (b) Single Lane Loaded Moment DF12037 Closed Steel or Precast Boxes 2 (b) Multiple Lanes Loaded Moment DF12038 Closed Steel or Precast Boxes 2 (b) Single Lane Loaded Shear DF

12039 Closed Steel or Precast Boxes 2 (b) Multiple Lanes Loaded Shear DF12040 Closed Steel or Precast Boxes 2 (b) Single Lane Loaded Deflection DF12041 Closed Steel or Precast Boxes 2 (b) Multiple Lanes Loaded Deflection DF12042 Open Steel or Precast Boxes 2 (c) Single Lane Loaded Moment DF12043 Open Steel or Precast Boxes 2 (c) Multiple Lanes Loaded Moment DF12044 Open Steel or Precast Boxes 2 (c) Single Lane Loaded Shear DF

12045 Open Steel or Precast Boxes 2 (c) Multiple Lanes Loaded Shear DF12046 Open Steel or Precast Boxes 2 (c) Single Lane Loaded Deflection DF12047 Open Steel or Precast Boxes 2 (c) Multiple Lanes Loaded Deflection DF12048 Precast Boxes w/Shear Keys 2 (f) Single Lane Loaded Moment DF12049 Precast Boxes w/Shear Keys 2 (f) Multiple Lanes Loaded Moment DF12050 Precast Boxes w/Shear Keys 2 (f) Single Lane Loaded Shear DF12051 Precast Boxes w/Shear Keys 2 (f) Multiple Lanes Loaded Shear DF

TABLE E-2 Report IDs

E-68

Report ID Description 1 Description 2 Description 3 Description 4 Description 512052 Precast Boxes w/Shear Keys 2 (f) Single Lane Loaded Deflection DF12053 Precast Boxes w/Shear Keys 2 (f) Multiple Lanes Loaded Deflection DF12054 Precast I or Bulb T Sections 2 (k) Single Lane Loaded Moment DF12055 Precast I or Bulb T Sections 2 (k) Multiple Lanes Loaded Moment DF12056 Precast I or Bulb T Sections 2 (k) Single Lane Loaded Shear DF12057 Precast I or Bulb T Sections 2 (k) Multiple Lanes Loaded Shear DF12058 Precast I or Bulb T Sections 2 (k) Single Lane Loaded Deflection DF12059 Precast I or Bulb T Sections 2 (k) Multiple Lanes Loaded Deflection DF12060 Steel I-Section 3 (a)

3 (a)3 (a)

3 (a)3 (a)3 (a)

Single Lane Loaded Moment DF12061 Steel I-Section Multiple Lanes Loaded Moment DF12062 Steel I-Section Single Lane Loaded Shear DF

12063 Steel I-Section Multiple Lanes Loaded Shear DF12064 Steel I-Section Single Lane Loaded Deflection DF12065 Steel I-Section Multiple Lanes Loaded Deflection DF12066 Closed Steel or Precast Boxes 3 (b) Single Lane Loaded Moment DF12067 Closed Steel or Precast Boxes 3 (b) Multiple Lanes Loaded Moment DF12068 Closed Steel or Precast Boxes 3 (b) Single Lane Loaded Shear DF12069 Closed Steel or Precast Boxes 3 (b) Multiple Lanes Loaded Shear DF12070 Closed Steel or Precast Boxes 3 (b) Single Lane Loaded Deflection DF12071 Closed Steel or Precast Boxes 3 (b) Multiple Lanes Loaded Deflection DF12072 Open Steel or Precast Boxes 3 (c) Single Lane Loaded Moment DF12073 Open Steel or Precast Boxes 3 (c) Multiple Lanes Loaded Moment DF12074 Open Steel or Precast Boxes 3 (c) Single Lane Loaded Shear DF12075 Open Steel or Precast Boxes 3 (c) Multiple Lanes Loaded Shear DF12076 Open Steel or Precast Boxes 3 (c) Single Lane Loaded Deflection DF12077 Open Steel or Precast Boxes 3 (c) Multiple Lanes Loaded Deflection DF12078 Precast Boxes w/Shear Keys 3 (f) Single Lane Loaded Moment DF12079 Precast Boxes w/Shear Keys 3 (f) Multiple Lanes Loaded Moment DF12080 Precast Boxes w/Shear Keys 3 (f) Single Lane Loaded Shear DF12081 Precast Boxes w/Shear Keys 3 (f) Multiple Lanes Loaded Shear DF12082 Precast Boxes w/Shear Keys 3 (f) Single Lane Loaded Deflection DF12083 Precast Boxes w/Shear Keys 3 (f) Multiple Lanes Loaded Deflection DF12084 Precast I or Bulb T Sections 3 (k) Single Lane Loaded Moment DF12085 Precast I or Bulb T Sections 3 (k) Multiple Lanes Loaded Moment DF12086 Precast I or Bulb T Sections 3 (k) Single Lane Loaded Shear DF12087 Precast I or Bulb T Sections 3 (k) Multiple Lanes Loaded Shear DF12088 Precast I or Bulb T Sections 3 (k) Single Lane Loaded Deflection DF

12089 Precast I or Bulb T Sections 3 (k) Multiple Lanes Loaded Deflection DF12090 Steel I-Section 4 (a)

4 (a)4 (a)4 (a)4 (a)4 (a)

Single Lane Loaded Moment DF12091 Steel I-Section Multiple Lanes Loaded Moment DF12092 Steel I-Section Single Lane Loaded Shear DF12093 Steel I-Section Multiple Lanes Loaded Shear DF12094 Steel I-Section Single Lane Loaded Deflection DF12095 Steel I-Section Multiple Lanes Loaded Deflection DF12096 Closed Steel or Precast Boxes 4 (b) Single Lane Loaded Moment DF12097 Closed Steel or Precast Boxes 4 (b) Multiple Lanes Loaded Moment DF12098 Closed Steel or Precast Boxes 4 (b) Single Lane Loaded Shear DF12099 Closed Steel or Precast Boxes 4 (b) Multiple Lanes Loaded Shear DF12100 Closed Steel or Precast Boxes 4 (b) Single Lane Loaded Deflection DF12101 Closed Steel or Precast Boxes 4 (b) Multiple Lanes Loaded Deflection DF12102 Open Steel or Precast Boxes 4 (c) Single Lane Loaded Moment DF12103 Open Steel or Precast Boxes 4 (c) Multiple Lanes Loaded Moment DF12104 Open Steel or Precast Boxes 4 (c) Single Lane Loaded Shear DF12105 Open Steel or Precast Boxes 4 (c) Multiple Lanes Loaded Shear DF12106 Open Steel or Precast Boxes 4 (c) Single Lane Loaded Deflection DF12107 Open Steel or Precast Boxes 4 (c) Multiple Lanes Loaded Deflection DF12108 Precast Boxes w/Shear Keys 4 (f) Single Lane Loaded Moment DF12109 Precast Boxes w/Shear Keys 4 (f) Multiple Lanes Loaded Moment DF12110 Precast Boxes w/Shear Keys 4 (f) Single Lane Loaded Shear DF12111 Precast Boxes w/Shear Keys 4 (f) Multiple Lanes Loaded Shear DF12112 Precast Boxes w/Shear Keys 4 (f) Single Lane Loaded Deflection DF

12113 Precast Boxes w/Shear Keys 4 (f) Multiple Lanes Loaded Deflection DF12114 Precast I or Bulb T Sections 4 (k) Single Lane Loaded Moment DF12115 Precast I or Bulb T Sections 4 (k) Multiple Lanes Loaded Moment DF12116 Precast I or Bulb T Sections 4 (k) Single Lane Loaded Shear DF12117 Precast I or Bulb T Sections 4 (k) Multiple Lanes Loaded Shear DF12118 Precast I or Bulb T Sections 4 (k) Single Lane Loaded Deflection DF12119 Precast I or Bulb T Sections 4 (k) Multiple Lanes Loaded Deflection DF12120 Steel I-Section 5 (a) Single Lane Loaded Moment DF12121 Steel I-Section 5 (a) Multiple Lanes Loaded Moment DF

TABLE E-2 (Continued)

E-69

Report ID Description 1 Description 2 Description 3 Description 4 Description 512122 Steel I-Section 5 (a)

5 (a)5 (a)5 (a)

Single Lane Loaded Shear DF12123 Steel I-Section Multiple Lanes Loaded Shear DF12124 Steel I-Section Single Lane Loaded Deflection DF12125 Steel I-Section Multiple Lanes Loaded Deflection DF12126 Closed Steel or Precast Boxes 5 (b) Single Lane Loaded Moment DF12127 Closed Steel or Precast Boxes 5 (b) Multiple Lanes Loaded Moment DF12128 Closed Steel or Precast Boxes 5 (b) Single Lane Loaded Shear DF12129 Closed Steel or Precast Boxes 5 (b) Multiple Lanes Loaded Shear DF12130 Closed Steel or Precast Boxes 5 (b) Single Lane Loaded Deflection DF12131 Closed Steel or Precast Boxes 5 (b) Multiple Lanes Loaded Deflection DF12132 Open Steel or Precast Boxes 5 (c) Single Lane Loaded Moment DF12133 Open Steel or Precast Boxes 5 (c) Multiple Lanes Loaded Moment DF12134 Open Steel or Precast Boxes 5 (c) Single Lane Loaded Shear DF12135 Open Steel or Precast Boxes 5 (c) Multiple Lanes Loaded Shear DF12136 Open Steel or Precast Boxes 5 (c) Single Lane Loaded Deflection DF12137 Open Steel or Precast Boxes 5 (c) Multiple Lanes Loaded Deflection DF12138 Precast Boxes w/Shear Keys 5 (f) Single Lane Loaded Moment DF12139 Precast Boxes w/Shear Keys 5 (f) Multiple Lanes Loaded Moment DF12140 Precast Boxes w/Shear Keys 5 (f) Single Lane Loaded Shear DF

12141 Precast Boxes w/Shear Keys 5 (f) Multiple Lanes Loaded Shear DF12142 Precast Boxes w/Shear Keys 5 (f) Single Lane Loaded Deflection DF12143 Precast Boxes w/Shear Keys 5 (f) Multiple Lanes Loaded Deflection DF12144 Precast I or Bulb T Sections 5 (k) Single Lane Loaded Moment DF12145 Precast I or Bulb T Sections 5 (k) Multiple Lanes Loaded Moment DF12146 Precast I or Bulb T Sections 5 (k) Single Lane Loaded Shear DF12147 Precast I or Bulb T Sections 5 (k) Multiple Lanes Loaded Shear DF12148 Precast I or Bulb T Sections 5 (k) Single Lane Loaded Deflection DF12149 Precast I or Bulb T Sections 5 (k) Multiple Lanes Loaded Deflection DF12150 Steel I-Section 6 (a)

6 (a)6 (a)6 (a)6 (a)6 (a)

Single Lane Loaded Moment DF12151 Steel I-Section Multiple Lanes Loaded Moment DF12152 Steel I-Section Single Lane Loaded Shear DF12153 Steel I-Section Multiple Lanes Loaded Shear DF12154 Steel I-Section Single Lane Loaded Deflection DF12155 Steel I-Section Multiple Lanes Loaded Deflection DF12156 Closed Steel or Precast Boxes 6 (b) Single Lane Loaded Moment DF12157 Closed Steel or Precast Boxes 6 (b) Multiple Lanes Loaded Moment DF12158 Closed Steel or Precast Boxes 6 (b) Single Lane Loaded Shear DF

12159 Closed Steel or Precast Boxes 6 (b) Multiple Lanes Loaded Shear DF12160 Closed Steel or Precast Boxes 6 (b) Single Lane Loaded Deflection DF12161 Closed Steel or Precast Boxes 6 (b) Multiple Lanes Loaded Deflection DF12162 Open Steel or Precast Boxes 6 (c) Single Lane Loaded Moment DF

12163 Open Steel or Precast Boxes 6 (c) Multiple Lanes Loaded Moment DF12164 Open Steel or Precast Boxes 6 (c) Single Lane Loaded Shear DF

12165 Open Steel or Precast Boxes 6 (c) Multiple Lanes Loaded Shear DF12166 Open Steel or Precast Boxes 6 (c) Single Lane Loaded Deflection DF12167 Open Steel or Precast Boxes 6 (c) Multiple Lanes Loaded Deflection DF12168 Precast Boxes w/Shear Keys 6 (f) Single Lane Loaded Moment DF

12169 Precast Boxes w/Shear Keys 6 (f) Multiple Lanes Loaded Moment DF12170 Precast Boxes w/Shear Keys 6 (f) Single Lane Loaded Shear DF12171 Precast Boxes w/Shear Keys 6 (f) Multiple Lanes Loaded Shear DF12172 Precast Boxes w/Shear Keys 6 (f) Single Lane Loaded Deflection DF12173 Precast Boxes w/Shear Keys 6 (f) Multiple Lanes Loaded Deflection DF12174 Precast I or Bulb T Sections 6 (k) Single Lane Loaded Moment DF

12175 Precast I or Bulb T Sections 6 (k) Multiple Lanes Loaded Moment DF12176 Precast I or Bulb T Sections 6 (k) Single Lane Loaded Shear DF

12177 Precast I or Bulb T Sections 6 (k) Multiple Lanes Loaded Shear DF12178 Precast I or Bulb T Sections 6 (k) Single Lane Loaded Deflection DF

12179 Precast I or Bulb T Sections 6 (k) Multiple Lanes Loaded Deflection DF12180 Steel I-Section 7 (a)

7 (a)7 (a)

7 (a)7 (a)

7 (a)

Single Lane Loaded Moment DF

12181 Steel I-Section Multiple Lanes Loaded Moment DF12182 Steel I-Section Single Lane Loaded Shear DF

12183 Steel I-Section Multiple Lanes Loaded Shear DF12184 Steel I-Section Single Lane Loaded Deflection DF

12185 Steel I-Section Multiple Lanes Loaded Deflection DF12186 Closed Steel or Precast Boxes 7 (b) Single Lane Loaded Moment DF12187 Closed Steel or Precast Boxes 7 (b) Multiple Lanes Loaded Moment DF


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Report ID Description 1 Description 2 Description 3 Description 4 Description 512188 Closed Steel or Precast Boxes 7 (b) Single Lane Loaded Shear DF12189 Closed Steel or Precast Boxes 7 (b) Multiple Lanes Loaded Shear DF12190 Closed Steel or Precast Boxes 7 (b) Single Lane Loaded Deflection DF12191 Closed Steel or Precast Boxes 7 (b) Multiple Lanes Loaded Deflection DF12192 Open Steel or Precast Boxes 7 (c) Single Lane Loaded Moment DF12193 Open Steel or Precast Boxes 7 (c) Multiple Lanes Loaded Moment DF12194 Open Steel or Precast Boxes 7 (c) Single Lane Loaded Shear DF12195 Open Steel or Precast Boxes 7 (c) Multiple Lanes Loaded Shear DF12196 Open Steel or Precast Boxes 7 (c) Single Lane Loaded Deflection DF12197 Open Steel or Precast Boxes 7 (c) Multiple Lanes Loaded Deflection DF12198 Precast Boxes w/Shear Keys 7 (f) Single Lane Loaded Moment DF12199 Precast Boxes w/Shear Keys 7 (f) Multiple Lanes Loaded Moment DF12200 Precast Boxes w/Shear Keys 7 (f) Single Lane Loaded Shear DF12201 Precast Boxes w/Shear Keys 7 (f) Multiple Lanes Loaded Shear DF12202 Precast Boxes w/Shear Keys 7 (f) Single Lane Loaded Deflection DF12203 Precast Boxes w/Shear Keys 7 (f) Multiple Lanes Loaded Deflection DF12204 Precast I or Bulb T Sections 7 (k) Single Lane Loaded Moment DF12205 Precast I or Bulb T Sections 7 (k) Multiple Lanes Loaded Moment DF12206 Precast I or Bulb T Sections 7 (k) Single Lane Loaded Shear DF12207 Precast I or Bulb T Sections 7 (k) Multiple Lanes Loaded Shear DF12208 Precast I or Bulb T Sections 7 (k) Single Lane Loaded Deflection DF12209 Precast I or Bulb T Sections 7 (k) Multiple Lanes Loaded Deflection DF12210 Steel I-Section 8 (a) Single Lane Loaded Moment DF12211 Steel I-Section 8 (a) Multiple Lanes Loaded Moment DF12212 Steel I-Section 8 (a)

8 (a)8 (a)8 (a)

Single Lane Loaded Shear DF

12213 Steel I-Section Multiple Lanes Loaded Shear DF12214 Steel I-Section Single Lane Loaded Deflection DF12215 Steel I-Section Multiple Lanes Loaded Deflection DF12216 Closed Steel or Precast Boxes 8 (b) Single Lane Loaded Moment DF12217 Closed Steel or Precast Boxes 8 (b) Multiple Lanes Loaded Moment DF12218 Closed Steel or Precast Boxes 8 (b) Single Lane Loaded Shear DF12219 Closed Steel or Precast Boxes 8 (b) Multiple Lanes Loaded Shear DF12220 Closed Steel or Precast Boxes 8 (b) Single Lane Loaded Deflection DF12221 Closed Steel or Precast Boxes 8 (b) Multiple Lanes Loaded Deflection DF12222 Open Steel or Precast Boxes 8 (c) Single Lane Loaded Moment DF12223 Open Steel or Precast Boxes 8 (c) Multiple Lanes Loaded Moment DF12224 Open Steel or Precast Boxes 8 (c) Single Lane Loaded Shear DF12225 Open Steel or Precast Boxes 8 (c) Multiple Lanes Loaded Shear DF12226 Open Steel or Precast Boxes 8 (c) Single Lane Loaded Deflection DF12227 Open Steel or Precast Boxes 8 (c) Multiple Lanes Loaded Deflection DF12228 Precast Boxes w/Shear Keys 8 (f) Single Lane Loaded Moment DF12229 Precast Boxes w/Shear Keys 8 (f) Multiple Lanes Loaded Moment DF12230 Precast Boxes w/Shear Keys 8 (f) Single Lane Loaded Shear DF12231 Precast Boxes w/Shear Keys 8 (f) Multiple Lanes Loaded Shear DF12232 Precast Boxes w/Shear Keys 8 (f) Single Lane Loaded Deflection DF12233 Precast Boxes w/Shear Keys 8 (f) Multiple Lanes Loaded Deflection DF12234 Precast I or Bulb T Sections 8 (k) Single Lane Loaded Moment DF12235 Precast I or Bulb T Sections 8 (k) Multiple Lanes Loaded Moment DF12236 Precast I or Bulb T Sections 8 (k) Single Lane Loaded Shear DF12237 Precast I or Bulb T Sections 8 (k) Multiple Lanes Loaded Shear DF12238 Precast I or Bulb T Sections 8 (k) Single Lane Loaded Deflection DF12239 Precast I or Bulb T Sections 8 (k) Multiple Lanes Loaded Deflection DF12240 Steel I-Section 9 (a) Single Lane Loaded Moment DF12241 Steel I-Section 9 (a) Multiple Lanes Loaded Moment DF12242 Steel I-Section 9 (a) Single Lane Loaded Shear DF12243 Steel I-Section 9 (a) Multiple Lanes Loaded Shear DF12244 Steel I-Section 9 (a) Single Lane Loaded Deflection DF12245 Steel I-Section 9 (a) Multiple Lanes Loaded Deflection DF12246 Closed Steel or Precast Boxes 9 (b) Single Lane Loaded Moment DF12247 Closed Steel or Precast Boxes 9 (b) Multiple Lanes Loaded Moment DF12248 Closed Steel or Precast Boxes 9 (b) Single Lane Loaded Shear DF

12249 Closed Steel or Precast Boxes 9 (b) Multiple Lanes Loaded Shear DF12250 Closed Steel or Precast Boxes 9 (b) Single Lane Loaded Deflection DF12251 Closed Steel or Precast Boxes 9 (b) Multiple Lanes Loaded Deflection DF12252 Open Steel or Precast Boxes 9 (c) Single Lane Loaded Moment DF12253 Open Steel or Precast Boxes 9 (c) Multiple Lanes Loaded Moment DF12254 Open Steel or Precast Boxes 9 (c) Single Lane Loaded Shear DF12255 Open Steel or Precast Boxes 9 (c) Multiple Lanes Loaded Shear DF12256 Open Steel or Precast Boxes 9 (c) Single Lane Loaded Deflection DF

12257 Open Steel or Precast Boxes 9 (c) Multiple Lanes Loaded Deflection DF


E-71

Report ID Description 1 Description 2 Description 3 Description 4 Description 512258 Precast Boxes w/Shear Keys 9 (f) Single Lane Loaded Moment DF

12259 Precast Boxes w/Shear Keys 9 (f) Multiple Lanes Loaded Moment DF12260 Precast Boxes w/Shear Keys 9 (f) Single Lane Loaded Shear DF12261 Precast Boxes w/Shear Keys 9 (f) Multiple Lanes Loaded Shear DF12262 Precast Boxes w/Shear Keys 9 (f) Single Lane Loaded Deflection DF12263 Precast Boxes w/Shear Keys 9 (f) Multiple Lanes Loaded Deflection DF12264 Precast I or Bulb T Sections 9 (k) Single Lane Loaded Moment DF12265 Precast I or Bulb T Sections 9 (k) Multiple Lanes Loaded Moment DF12266 Precast I or Bulb T Sections 9 (k) Single Lane Loaded Shear DF12267 Precast I or Bulb T Sections 9 (k) Multiple Lanes Loaded Shear DF12268 Precast I or Bulb T Sections 9 (k) Single Lane Loaded Deflection DF12269 Precast I or Bulb T Sections 9 (k) Multiple Lanes Loaded Deflection DF12270 Steel I-Section 10 (a) Single Lane Loaded Moment DF12271 Steel I-Section 10 (a) Multiple Lanes Loaded Moment DF12272 Steel I-Section 10 (a) Single Lane Loaded Shear DF12273 Steel I-Section 10 (a) Multiple Lanes Loaded Shear DF12274 Steel I-Section 10 (a) Single Lane Loaded Deflection DF12275 Steel I-Section 10 (a) Multiple Lanes Loaded Deflection DF12276 Closed Steel or Precast Boxes 10 (b) Single Lane Loaded Moment DF12277 Closed Steel or Precast Boxes 10 (b) Multiple Lanes Loaded Moment DF12278 Closed Steel or Precast Boxes 10 (b) Single Lane Loaded Shear DF12279 Closed Steel or Precast Boxes 10 (b) Multiple Lanes Loaded Shear DF12280 Closed Steel or Precast Boxes 10 (b) Single Lane Loaded Deflection DF12281 Closed Steel or Precast Boxes 10 (b) Multiple Lanes Loaded Deflection DF12282 Open Steel or Precast Boxes 10 (c) Single Lane Loaded Moment DF12283 Open Steel or Precast Boxes 10 (c) Multiple Lanes Loaded Moment DF12284 Open Steel or Precast Boxes 10 (c) Single Lane Loaded Shear DF12285 Open Steel or Precast Boxes 10 (c) Multiple Lanes Loaded Shear DF12286 Open Steel or Precast Boxes 10 (c) Single Lane Loaded Deflection DF12287 Open Steel or Precast Boxes 10 (c) Multiple Lanes Loaded Deflection D12288 Precast Boxes w/Shear Keys 10 (f) Single Lane Loaded Moment DF12289 Precast Boxes w/Shear Keys 10 (f) Multiple Lanes Loaded Moment DF12290 Precast Boxes w/Shear Keys 10 (f) Single Lane Loaded Shear DF12291 Precast Boxes w/Shear Keys 10 (f) Multiple Lanes Loaded Shear DF12292 Precast Boxes w/Shear Keys 10 (f) Single Lane Loaded Deflection DF12293 Precast Boxes w/Shear Keys 10 (f) Multiple Lanes Loaded Deflection DF12294 Precast I or Bulb T Sections 10 (k) Single Lane Loaded Moment DF12295 Precast I or Bulb T Sections 10 (k) Multiple Lanes Loaded Moment DF12296 Precast I or Bulb T Sections 10 (k) Single Lane Loaded Shear DF12297 Precast I or Bulb T Sections 10 (k) Multiple Lanes Loaded Shear DF12298 Precast I or Bulb T Sections 10 (k) Single Lane Loaded Deflection DF12299 Precast I or Bulb T Sections 10 (k) Multiple Lanes Loaded Deflection DF12300 Steel I-Section 11 (a) Single Lane Loaded Moment DF12301 Steel I-Section 11 (a) Multiple Lanes Loaded Moment DF12302 Steel I-Section 11 (a) Single Lane Loaded Shear DF12303 Steel I-Section 11 (a) Multiple Lanes Loaded Shear DF12304 Steel I-Section 11 (a) Single Lane Loaded Deflection DF12305 Steel I-Section 11 (a) Multiple Lanes Loaded Deflection DF12306 Closed Steel or Precast Boxes 11 (b) Single Lane Loaded Moment DF12307 Closed Steel or Precast Boxes 11 (b) Multiple Lanes Loaded Moment DF12308 Closed Steel or Precast Boxes 11 (b) Single Lane Loaded Shear DF12309 Closed Steel or Precast Boxes 11 (b) Multiple Lanes Loaded Shear DF12310 Closed Steel or Precast Boxes 11 (b) Single Lane Loaded Deflection DF12311 Closed Steel or Precast Boxes 11 (b) Multiple Lanes Loaded Deflection DF12312 Open Steel or Precast Boxes 11 (c) Single Lane Loaded Moment DF12313 Open Steel or Precast Boxes 11 (c) Multiple Lanes Loaded Moment DF12314 Open Steel or Precast Boxes 11 (c) Single Lane Loaded Shear DF

12315 Open Steel or Precast Boxes 11 (c) Multiple Lanes Loaded Shear DF12316 Open Steel or Precast Boxes 11 (c) Single Lane Loaded Deflection DF

12317 Open Steel or Precast Boxes 11 (c) Multiple Lanes Loaded Deflection DF12318 Precast Boxes w/Shear Keys 11 (f) Single Lane Loaded Moment DF

12319 Precast Boxes w/Shear Keys 11 (f) Multiple Lanes Loaded Moment DF12320 Precast Boxes w/Shear Keys 11 (f) Single Lane Loaded Shear DF

12321 Precast Boxes w/Shear Keys 11 (f) Multiple Lanes Loaded Shear DF12322 Precast Boxes w/Shear Keys 11 (f) Single Lane Loaded Deflection DF12323 Precast Boxes w/Shear Keys 11 (f) Multiple Lanes Loaded Deflection DF12324 Precast I or Bulb T Sections 11 (k) Single Lane Loaded Moment DF12325 Precast I or Bulb T Sections 11 (k) Multiple Lanes Loaded Moment DF12326 Precast I or Bulb T Sections 11 (k) Single Lane Loaded Shear DF12327 Precast I or Bulb T Sections 11 (k) Multiple Lanes Loaded Shear DF


E-72

Report ID Description 1 Description 2 Description 3 Description 4 Description 512328 Precast I or Bulb T Sections 11 (k) Single Lane Loaded Deflection DF12329 Precast I or Bulb T Sections 11 (k) Multiple Lanes Loaded Deflection DF12330 Steel I-Section 12 (a) Single Lane Loaded Moment DF12331 Steel I-Section 12 (a) Multiple Lanes Loaded Moment DF12332 Steel I-Section 12 (a) Single Lane Loaded Shear DF12333 Steel I-Section 12 (a) Multiple Lanes Loaded Shear DF12334 Steel I-Section 12 (a) Single Lane Loaded Deflection DF12335 Steel I-Section 12 (a) Multiple Lanes Loaded Deflection DF12336 Closed Steel or Precast Boxes 12 (b) Single Lane Loaded Moment DF12337 Closed Steel or Precast Boxes 12 (b) Multiple Lanes Loaded Moment DF12338 Closed Steel or Precast Boxes 12 (b) Single Lane Loaded Shear DF12339 Closed Steel or Precast Boxes 12 (b) Multiple Lanes Loaded Shear DF12340 Closed Steel or Precast Boxes 12 (b) Single Lane Loaded Deflection DF12341 Closed Steel or Precast Boxes 12 (b) Multiple Lanes Loaded Deflection DF12342 Open Steel or Precast Boxes 12 (c) Single Lane Loaded Moment DF12343 Open Steel or Precast Boxes 12 (c) Multiple Lanes Loaded Moment DF12344 Open Steel or Precast Boxes 12 (c) Single Lane Loaded Shear DF12345 Open Steel or Precast Boxes 12 (c) Multiple Lanes Loaded Shear DF12346 Open Steel or Precast Boxes 12 (c) Single Lane Loaded Deflection DF12347 Open Steel or Precast Boxes 12 (c) Multiple Lanes Loaded Deflection DF12348 Precast Boxes w/Shear Keys 12 (f) Single Lane Loaded Moment DF12349 Precast Boxes w/Shear Keys 12 (f) Multiple Lanes Loaded Moment DF12350 Precast Boxes w/Shear Keys 12 (f) Single Lane Loaded Shear DF12351 Precast Boxes w/Shear Keys 12 (f) Multiple Lanes Loaded Shear DF12352 Precast Boxes w/Shear Keys 12 (f) Single Lane Loaded Deflection DF12353 Precast Boxes w/Shear Keys 12 (f) Multiple Lanes Loaded Deflection DF12354 Precast I or Bulb T Sections 12 (k) Single Lane Loaded Moment DF12355 Precast I or Bulb T Sections 12 (k) Multiple Lanes Loaded Moment DF12356 Precast I or Bulb T Sections 12 (k) Single Lane Loaded Shear DF12357 Precast I or Bulb T Sections 12 (k) Multiple Lanes Loaded Shear DF12358 Precast I or Bulb T Sections 12 (k) Single Lane Loaded Deflection DF12359 Precast I or Bulb T Sections 12 (k) Multiple Lanes Loaded Deflection DF

12360 Lever Rule Girder 1 DF












12372 Rigid Method Girder 1 DF












12384 Controlling Moment Factor Girder 1 DF

12385 Controlling Shear Factor Girder 1 DF

12386 Controlling Deflection Factor Girder 1 DF






E-73

Report ID Description 1 Description 2 Description 3 Description 4 Description 512391 Controlling Shear Factor Girder 3 DF





























20000 Gross beam area, A steel onlyWithout cover plates (if applicable)

20001 Gross beam area, Acov steel onlyWith cover plates (if applicable)

Steel Cross-Section

20002 Moment of inertia, I steel onlyWith cover plates (if applicable) Pos/Neg Flexure

20003 Neutral axis location, y steel only Elastic

measured from bottom of beam (not bottom of cover plate) Pos/Neg Flexure

20004 Section modulus, Sb steel only Elastic

to bottom of beam (or cover plate if

Pos/Neg Flexure

20005 Section modulus, St steel only Elastic

to top of beam (or cover plate if

Pos/Neg Flexure

20006 Moment of inertia, I3n Long term composite (3n)With cover plates (if applicable) Positive flexure

20007 Neutral axis location, y3n Long term composite (3n) Elastic

measured from bottom of beam (not bottom of cover plate) Positive flexure

20008 Section modulus, Sb3n Long term composite (3n) Elastic


Positive flexure

20009 Section modulus, St3n Long term composite (3n) Elastic


Positive flexure

20010 Section modulus, Ss3n Long term composite (3n) Elastic

to top of slab (or cover plate ifapplicable) Positive flexure

20011 Moment of inertia, In Short term composite (n)With cover plates (if applicable) Positive flexure

20012 Neutral axis location, yn Short term composite (n) Elastic


applicable)

applicable)

applicable)

applicable)


E-74


20013 Section modulus, Sbn Short term composite (n) Elastic


Positive flexure

20014 Section modulus, Stn Short term composite (n) Elastic


Positive flexure

20015 Section modulus, Ssn Short term composite (n) Elastic to top of slab Positive flexure20016 Moment of inertia, Iyc compression flange Elastic about vertical axis Positive flexure

20017 Radius of gyration, r' compression flange about vertical axis Positive flexure

applicable)

applicable)

20018 Moment of inertia, I- CompositeWith cover plates (if applicable) Negative Flexure

20019 Neutral axis location, y- Composite Elastic

measured from bottom of beam (not bottom of cover plate) Negative Flexure

20020 Section modulus, Sb- Composite Elastic

to bottom of beam (or cover plate ifapplicable) Negative Flexure

20021 Section modulus, St- Composite Elastic

to top of beam (or cover plate ifapplicable) Negative Flexure

20022 Section modulus, Sr- Composite Elastic to top reinforcing steel Negative Flexure

20023 Moment of inertia, Iyc- compression flange Elastic Negative Flexure

20024 Radius of gyration, r'- compression flange Negative Flexure

20025 Moment of inertia about Y axis, Iy steel only

20026 Radius of gyration, ry steel only

20027 First moment of transformed section, Q Short term composite (n)

20028 Plastic moment capacity, Mp Composite Positive flexure

20029 Plastic moment capacity, Mp- Composite Negative flexure

20030 PNA location, yp Composite


20031 PNA location, yp- Composite

measured from bottom of beam (not bottom of cover plate) Negative flexure

20032 Longitudinal stiffness parameter, Kg

20033 Section depth beam only(not including cover plates)

20034 Section depth full composite (including cover plates)

25000 Gross beam area, A beam only

25001 Unit Volume of beam

25002 Unit Surface area of beam

Prestressed Concrete Cross-Section

25003 V/S ratio

25004 Moment of inertia, I beam only Elastic

25005 Neutral axis location, y beam only Elasticmeasured from bottom of beam

25006 Section modulus, Sb beam only Elastic to bottom of beam

25007 Section modulus, St beam only Elastic to top of beam

25008 Moment of inertia, Ic long term composite Elastic Positive flexure

25009 Neutral axis location, yc long term composite Elasticmeasured from bottom of beam Positive flexure

25010 Section modulus, Sbc long term composite Elastic to bottom of beam Positive flexure25011 Section modulus, Stc long term composite Elastic to top of beam Positive flexure25012 Section modulus, Ssc long term composite Elastic to top of slab Positive flexure

25013 Moment of inertia, Icll short term composite Elastic Positive flexure

25014 Neutral axis location, ycll short term composite Elasticmeasured from bottom of beam Positive flexure

25015 Section modulus, Sbcll short term composite Elastic to bottom of beam Positive flexure25016 Section modulus, Stcll short term composite Elastic to top of beam Positive flexure25017 Section modulus, Sscll short term composite Elastic to top of slab Positive flexure

25018 Moment of inertia, Ic- long term composite Elastic Negative flexure

25019 Neutral axis location, yc- long term composite Elasticmeasured from bottom of beam Negative flexure

25020 Section modulus, Sbc- long term composite Elastic to bottom of beam Negative flexure25021 Section modulus, Stc- long term composite Elastic to top of beam Negative flexure

25022 Section modulus, Src- long term composite Elasticto top of longitudinal reinforcing steel Negative flexure

25023 Moment of inertia, Icll- short term composite Elastic Negative flexure


E-75


25024 Neutral axis location, ycll- short term composite Elasticmeasured from bottom of beam Negative flexure

25025 Section modulus, Sbcll- short term composite Elastic to bottom of beam Negative flexure25026 Section modulus, Stcll- short term composite Elastic to top of beam Negative flexure

25027 Section modulus, Srcll- short term composite Elasticto top of longitudinal reinforcing steel Negative flexure

25028 Longitudinal stiffness parameter, Kg

25029 Torsional constant, J beam only

25030 Torsional constant, J composite

25031 Beam area on tension side Positive Flexure

25032 Beam area on tension side Negative Flexure

25033 Section depth beam only

25034 Section depth full composite

30000 Dead Load Moment Moment Girder Weight DC30001 Dead Load Shear Shear Girder Weight DC30002 Dead Load Deflection Deflection Girder Weight DC30003 Dead Load Moment Moment Slab Weight DC30004 Dead Load Shear Shear Slab Weight DC30005 Dead Load Deflection Deflection Slab Weight DC30006 Dead Load Moment Moment Haunch Weight DC30007 Dead Load Shear Shear Haunch Weight DC30008 Dead Load Deflection Deflection Haunch Weight DC30009 Dead Load Moment Moment Diaphragm Weight DC30010 Dead Load Shear Shear Diaphragm Weight DC30011 Dead Load Deflection Deflection Diaphragm Weight DC

30012 Dead Load Moment MomentSlab and Haunch Weight DC

30013 Dead Load Shear ShearSlab and Haunch Weight DC

30014 Dead Load Deflection DeflectionSlab and Haunch Weight DC

30015 Dead Load Moment MomentSlab and Diaphragm Weight DC

30016 Dead Load Shear ShearSlab and Diaphragm Weight DC

30017 Dead Load Deflection DeflectionSlab and Diaphragm Weight DC

30018 Dead Load Moment MomentHaunch and Diaphragm Weight DC

30019 Dead Load Shear ShearHaunch and Diaphragm Weight DC

Dead Load Actions

30020 Dead Load Deflection DeflectionHaunch and Diaphragm Weight DC

30021 Dead Load Moment MomentSlab, Haunch, and Diaphragm Weight DC

30022 Dead Load Shear ShearSlab, Haunch, and Diaphragm Weight DC

30023 Dead Load Deflection DeflectionSlab, Haunch, and Diaphragm Weight DC

30024 Dead Load Moment MomentSuper-imposed Dead Load #1 DC or DW

30025 Dead Load Shear ShearSuper-imposed Dead Load #1 DC or DW

30026 Dead Load Deflection DeflectionSuper-imposed Dead Load #1 DC or DW







30033 Dead Load Moment Moment Prestress Loads PS30034 Dead Load Shear Shear Prestress Loads PS30035 Dead Load Deflection Deflection Prestress Loads PS


E-76

30062 Dead Load Deflection DeflectionCombined Unfactored DW Dead Loads DW

30063 Dead Load Moment MomentInterior diaphragm weight DC

30064 Dead Load Shear ShearInterior diaphragm weight DC

30065 Dead Load Deflection DeflectionInterior diaphragm weight DC

Live Load Actions32000 Live Load Moment Positive Design Truck No Impact32001 Live Load Moment Negative Design Truck No Impact32002 Live Load Shear Positive Design Truck No Impact32003 Live Load Shear Negative Design Truck No Impact32004 Live Load Deflection Positive Design Truck No Impact32005 Live Load Deflection Negative Design Truck No Impact32006 Live Load Moment Positive Design Truck Impact Included32007 Live Load Moment Negative Design Truck Impact Included32008 Live Load Shear Positive Design Truck Impact Included32009 Live Load Shear Negative Design Truck Impact Included32010 Live Load Deflection Positive Design Truck Impact Included32011 Live Load Deflection Negative Design Truck Impact Included32012 Live Load Moment Positive Lane Load No Impact32013 Live Load Moment Negative Lane Load No Impact32014 Live Load Shear Positive Lane Load No Impact32015 Live Load Shear Negative Lane Load No Impact32016 Live Load Deflection Positive Lane Load No Impact32017 Live Load Deflection Negative Lane Load No Impact


30036 Dead Load Moment MomentCombined Unfactored DC Dead Loads DC

30037 Dead Load Shear ShearCombined Unfactored DC Dead Loads DC

30038 Dead Load Deflection DeflectionCombined Unfactored DC Dead Loads DC

30039 Dead Load Moment MomentCombined Unfactored DW Dead Loads DW

30040 Dead Load Shear ShearCombined Unfactored DW Dead Loads DW

30041 Dead Load Deflection DeflectionCombined Unfactored DW Dead Loads DW

30042 Dead Load Moment Moment Future Wearing Surface DW

30043 Dead Load Shear Shear Future Wearing Surface DW

30044 Dead Load Deflection Deflection Future Wearing Surface DW30045 Dead Load Moment Moment Barrier Weight DC30046 Dead Load Shear Shear Barrier Weight DC30047 Dead Load Deflection Deflection Barrier Weight DC







30054 Dead Load Moment Moment Prestress Loads PS30055 Dead Load Shear Shear Prestress Loads PS30056 Dead Load Deflection Deflection Prestress Loads PS

30057 Dead Load Moment MomentCombined Unfactored DC Dead Loads DC

30058 Dead Load Shear ShearCombined Unfactored DC Dead Loads DC

30059 Dead Load Deflection DeflectionCombined Unfactored DC Dead Loads DC

30060 Dead Load Moment MomentCombined Unfactored DW Dead Loads DW

30061 Dead Load Shear ShearCombined Unfactored DW Dead Loads DW


E-77


32018 Live Load Moment PositiveDesign Truck and Lane Impact Included

32019 Live Load Moment NegativeDesign Truck and Lane Impact Included

32020 Live Load Shear PositiveDesign Truck and Lane Impact Included

32021 Live Load Shear NegativeDesign Truck and Lane Impact Included

32022 Live Load Deflection PositiveDesign Truck and Lane Impact Included

32023 Live Load Deflection NegativeDesign Truck and Lane Impact Included

32024 Live Load Moment Positive Design Tandem No Impact32025 Live Load Moment Negative Design Tandem No Impact32026 Live Load Shear Positive Design Tandem No Impact32027 Live Load Shear Negative Design Tandem No Impact32028 Live Load Deflection Positive Design Tandem No Impact32029 Live Load Deflection Negative Design Tandem No Impact32030 Live Load Moment Positive Design Tandem Impact Included32031 Live Load Moment Negative Design Tandem Impact Included32032 Live Load Shear Positive Design Tandem Impact Included32033 Live Load Shear Negative Design Tandem Impact Included32034 Live Load Deflection Positive Design Tandem Impact Included32035 Live Load Deflection Negative Design Tandem Impact Included

32036 Live Load Moment Positive

Design Tandem and Lane (Impact Included) No Impact

32037 Live Load Moment Negative


32038 Live Load Shear Positive


32039 Live Load Shear Negative


32040 Live Load Deflection Positive


32041 Live Load Deflection Negative


32042 Live Load Moment Positive Fatigue Truck No Impact32043 Live Load Moment Negative Fatigue Truck No Impact32044 Live Load Shear Positive Fatigue Truck No Impact32045 Live Load Shear Negative Fatigue Truck No Impact32046 Live Load Deflection Positive Fatigue Truck No Impact32047 Live Load Deflection Negative Fatigue Truck No Impact32048 Live Load Moment Positive Fatigue Truck Impact Included32049 Live Load Moment Negative Fatigue Truck Impact Included32050 Live Load Shear Positive Fatigue Truck Impact Included32051 Live Load Shear Negative Fatigue Truck Impact Included32052 Live Load Deflection Positive Fatigue Truck Impact Included32053 Live Load Deflection Negative Fatigue Truck Impact Included32054 Live Load Moment Positive Truck Train No Impact32055 Live Load Moment Negative Truck Train No Impact32056 Live Load Shear Positive Truck Train No Impact32057 Live Load Shear Negative Truck Train No Impact32058 Live Load Deflection Positive Truck Train No Impact32059 Live Load Deflection Negative Truck Train No Impact32060 Live Load Moment Positive Truck Train Impact Included32061 Live Load Moment Negative Truck Train Impact Included32062 Live Load Shear Positive Truck Train Impact Included32063 Live Load Shear Negative Truck Train Impact Included32064 Live Load Deflection Positive Truck Train Impact Included32065 Live Load Deflection Negative Truck Train Impact Included

32066 Live Load Moment Positive90%*(Truck Train and Lane) Impact Included

32067 Live Load Moment Negative90%*(Truck Train and Lane) Impact Included

32068 Live Load Shear Positive90%*(Truck Train and Lane) Impact Included


E-78


32069 Live Load Shear Negative90%*(Truck Train and Lane) Impact Included

32070 Live Load Deflection Positive90%*(Truck Train and Lane) Impact Included

32071 Live Load Deflection Negative90%*(Truck Train and Lane) Impact Included

32072 Live Load Moment Positive Tandem Pair No Impact32073 Live Load Moment Negative Tandem Pair No Impact32074 Live Load Shear Positive Tandem Pair No Impact32075 Live Load Shear Negative Tandem Pair No Impact32076 Live Load Deflection Positive Tandem Pair No Impact32077 Live Load Deflection Negative Tandem Pair No Impact32078 Live Load Moment Positive Tandem Pair Impact Included32079 Live Load Moment Negative Tandem Pair Impact Included32080 Live Load Shear Positive Tandem Pair Impact Included32081 Live Load Shear Negative Tandem Pair Impact Included32082 Live Load Deflection Positive Tandem Pair Impact Included32083 Live Load Deflection Negative Tandem Pair Impact Included

32084 Live Load Moment Positive90%*(Tandem Pair plus Lane) Impact Included

32085 Live Load Moment Negative90%*(Tandem Pair plus Lane) Impact Included

32086 Live Load Shear Positive90%*(Tandem Pair plus Lane) Impact Included

32087 Live Load Shear Negative90%*(Tandem Pair plus Lane) Impact Included

32088 Live Load Deflection Positive90%*(Tandem Pair plus Lane) Impact Included

32089 Live Load Deflection Negative90%*(Tandem Pair plus Lane) Impact Included

32090 Live Load Moment PositiveControlling HL-93 Envelope Impact Included

32091 Live Load Moment NegativeControlling HL-93 Envelope Impact Included

32092 Live Load Shear PositiveControlling HL-93 Envelope Impact Included

32093 Live Load Shear NegativeControlling HL-93 Envelope Impact Included

32094 Live Load Deflection PositiveControlling HL-93 Envelope Impact Included

32095 Live Load Deflection NegativeControlling HL-93 Envelope Impact Included

Combined Actions34000 Maximum Factored Moment Strength I34001 Minimum Factored Moment Strength I34002 Maximum Factored Shear Strength I34003 Minimum Factored Shear Strength I34004 Maximum Factored Moment Strength II34005 Minimum Factored Moment Strength II34006 Maximum Factored Shear Strength II34007 Minimum Factored Shear Strength II34008 Maximum Factored Moment Strength III34009 Minimum Factored Moment Strength III34010 Maximum Factored Shear Strength III34011 Minimum Factored Shear Strength III34012 Maximum Factored Moment Strength IV34013 Minimum Factored Moment Strength IV34014 Maximum Factored Shear Strength IV34015 Minimum Factored Shear Strength IV34016 Maximum Factored Moment Strength V34017 Minimum Factored Moment Strength V34018 Maximum Factored Shear Strength V34019 Minimum Factored Shear Strength V34020 Maximum Factored Moment Service I34021 Minimum Factored Moment Service I34022 Maximum Factored Shear Service I34023 Minimum Factored Shear Service I34024 Maximum Factored Deflection Service I34025 Minimum Factored Deflection Service I34026 Maximum Factored Moment Service II34027 Minimum Factored Moment Service II34028 Maximum Factored Shear Service II


E-79

Report ID Description 1 Description 2 Description 3 Description 4 Description 534029 Minimum Factored Shear Service II34030 Maximum Factored Deflection Service II34031 Minimum Factored Deflection Service II34032 Maximum Factored Moment Service III34033 Minimum Factored Moment Service III34034 Maximum Factored Shear Service III34035 Minimum Factored Shear Service III34036 Maximum Factored Deflection Service III34037 Minimum Factored Deflection Service III34038 Maximum Factored Moment Fatigue34039 Minimum Factored Moment Fatigue34040 Maximum Factored Shear Fatigue34041 Minimum Factored Shear Fatigue

Steel (Composite and Non-Composite)

40000 POI

40001 Effective slab width, be

40002 Dc Strength I Composite

40003 Dc Strength III Composite

40004 Dc Strength V Composite

40005 Dc Service II Composite

40006 Dc Construction Non-Composite

40007 My Strength I Composite

40008 My Strength III Composite

40009 My Strength V Composite

40010 My Service II Composite

40011 My Construction Non-Composite

40012 fcf Strength I Composite

40013 fcf Strength III Composite

40014 fcf Strength V Composite

40015 fcf Service II Composite

40016 fcf Construction Non-Composite

40017 ftf Strength I Composite

40018 ftf Strength III Composite

40019 ftf Strength V Composite

40020 ftf Service II Composite

40021 ftf Construction Non-Composite

40022 Dp Composite

40023 Dcp Non-composite

40024 Dcp Composite

40025 bf/tf top flange

40026 Dc/tw Strength I Composite

40027 Dc/tw Strength III Composite

40028 Dc/tw Strength V Composite

40029 Dc/tw Construction Non-Composite

40030 Dcp/tw Composite

40031 Dcp/tw Non-Composite

40032 compact web indicator Strength I Composite

40033 compact web indicator Strength III Composite

40034 compact web indicator Strength V Composite

40035 compact compr. flange indicator Construction Non-Composite

40036 compact LTB indicator Construction Non-Composite

40037 compact indicator Strength I Composite

40038 compact indicator Strength III Composite

40039 compact indicator Strength V Composite

40040 compact indicator Construction Non-Composite

40041 Moment gradient factor, Cb Construction Non-Composite

40042 Force in compr. flange at brace point Pl Construction

40043 Force in compr. flange at brace point Ph Construction

40044 Unbraced length, Lb Construction

40045 Load shedding factor, Rb Strength I


E-80


40046 Load shedding factor, Rb Strength III

40047 Load shedding factor, Rb Strength V

40048 Load shedding factor, Rb Construction

40049 Mr Strength I Composite

40050 Mr Strength III Composite

40051 Mr Strength V Composite

40052 Fr Strength I Composite Bottom Flange

40053 Fr Strength III Composite Bottom Flange

40054 Fr Strength V Composite Bottom Flange

40055 Shear yield capacity, Vp

40056 Vr Unstiffened web

40057Max flexural stress in comp. flange for DL + fatigue, fcf

40058Max shear stress in web for DL + fatigue, vcf

40059Actual flexural stress in comp. flange for DL + fatigue

40060 Actual shear stress in web for DL + fatigue

40061Shear force range for shear connectors, Vsr

40062 Shear connector fatigue resistance, Zr

40063Factor for shear connector fatigue resistance, α

40064 Shear connector strength, Qr

40065Cross sectional area of shear connector, Asc

40066shear connectors fatigue controls indicator

40067 shear connectors, Vh

40068 shear connectors, max pitch

40069Bearing stiffener projecting element area, Apn

40070 bearing stiffeners, bt OK indictor

40071 bearing stiffeners, Area OK indictor

40072 bearing stiffeners, I OK indicator

40073 bearing stiffeners, Pr

40074 fatctored fatigue stress range

40075 fatigue resistance

40076 wind load Mw Strength III

40077 wind load Mw Strength V

40078 wind load bw Strength III

40079 wind load bw Strength V

40080 wind load Mr Strength III

40081 wind load Mr Strength V

40082 Mu constructability

40083 Mr constructability

40084 Vu constructability

40085 Vr constructability

40086 Fr Strength I Composite Top Flange

40087 Fr Strength III Composite Top Flange

40088 Fr Strength V Composite Top Flange

40089 Shear buckling factor, C

40090 Shear interaction coefficient, R Strength I

40091 Shear interaction coefficient, R Strength III

40092 Shear interaction coefficient, R Strength V

40093 Factored Shear capacity, Vr Strength I

40094 Factored Shear capacity, Vr Strength III

40095 Factored Shear capacity, Vr Strength V

40400 Dc Strength I Composite Negative Flexure40401 Dc Strength III Composite Negative Flexure40402 Dc Strength V Composite Negative Flexure

Report IDs for Continuous Steel Girder Superstructures


E-81

Report ID Description 1 Description 2 Description 3 Description 4 Description 540403 Dc Service II Composite Negative Flexure40404 Dc Construction Non-Composite Negative Flexure40405 My Strength I Composite Negative Flexure40406 My Strength III Composite Negative Flexure40407 My Strength V Composite Negative Flexure40408 My Service II Composite Negative Flexure40409 My Construction Non-Composite Negative Flexure40410 fcf Strength I Composite Negative Flexure40411 fcf Strength III Composite Negative Flexure40412 fcf Strength V Composite Negative Flexure40413 fcf Service II Composite Negative Flexure40414 fcf Construction Non-Composite Negative Flexure40415 ftf Strength I Composite Negative Flexure40416 ftf Strength III Composite Negative Flexure40417 ftf Strength V Composite Negative Flexure40418 ftf Service II Composite Negative Flexure40419 ftf Construction Non-Composite Negative Flexure40420 Dcp Non-composite Negative Flexure40421 Dcp Composite Negative Flexure40422 bf/tf top flange Negative Flexure40423 Dc/tw Strength I Composite40424 Dc/tw Strength III Composite40425 Dc/tw Strength V Composite40426 Dc/tw Construction Non-Composite40427 Dcp/tw Composite Negative Flexure40428 Dcp/tw Non-Composite Negative Flexure40429 compact web indicator Strength I Composite40430 compact web indicator Strength III Composite40431 compact web indicator Strength V Composite40432 compact compr. flange indicator Construction Non-Composite40433 compact LTB indicator Construction Non-Composite40434 Moment gradient factor, Cb Construction Non-Composite40435 Force in compr. flange at brace point Pl Construction40436 Force in compr. flange at brace point Ph Construction40437 Unbraced length, Lb Construction Negative Flexure40438 Load shedding factor, Rb Strength I Negative Flexure40439 Load shedding factor, Rb Strength III Negative Flexure40440 Load shedding factor, Rb Strength V Negative Flexure40441 Load shedding factor, Rb Construction Negative Flexure40442 Mr Strength I Composite40443 Mr Strength III Composite40444 Mr Strength V Composite40445 Fr Strength I Composite40446 Fr Strength III Composite40447 Fr Strength V Composite40448 Vr Unstiffened web Negative Flexure

40449Max flexural stress in comp. flange for DL + fatigue, fcf Negative Flexure

40450Max shear stress in web for DL + fatigue, vcf Negative Flexure

40451Actual flexural stress in comp. flange for DL + fatigue Negative Flexure

40452 Actual shear stress in web for DL + fatigue Negative Flexure40453 Mu constructability Negative Flexure40454 Mr constructability Negative Flexure40455 Vu constructability Negative Flexure40456 Vr constructability Negative Flexure40457 Fr Strength I Composite Top Flange Negative Flexure40458 Fr Strength III Composite Top Flange Negative Flexure40459 Fr Strength V Composite Top Flange Negative Flexure40460 Shear interaction coefficient, R Strength I Negative Flexure40461 Shear interaction coefficient, R Strength III Negative Flexure40462 Shear interaction coefficient, R Strength V Negative Flexure40463 Factored Shear capacity, Vr Strength I Negative Flexure40464 Factored Shear capacity, Vr Strength III Negative Flexure40465 Factored Shear capacity, Vr Strength V Negative Flexure

40466Change in moment due to redistribution of elastic moment Strength I

40467Change in moment due to redistribution of elastic moment Strength III


E-82


40468Change in moment due to redistribution of elastic moment Strength V

40469

Nominal moment capacity based on alternate formula for flexural resistance, Mn Strength I Negative Flexure

40470

Nominal moment capacity based on alternate formula for flexural resistance, Mn Strength III Negative Flexure

40471

Nominal moment capacity based on alternate formula for flexural resistance, Mn Strength V Negative Flexure

50000 POI

Prestressed Concrete (Composite and Non-Composite)

50001 Effective slab width, be

50002 Initial prestress tendon stress, fpi After initial losses

50003 Initial prestress tendon force, Pi After initial losses

50004 Final prestress tendon stress, fpf After all losses

50005 Final prestress tendon force, Pf After all losses

50006 Total Loss, ∆fpT

50007 Loss due to elastic shortening, ∆fpES

50008 Loss due to shrinkage, ∆fpSR

50009 Loss due to creep of concrete, ∆fpCR

50010Loss due to relaxation of steel at transfer, ∆fpR1

50011Loss due to relaxation of steel after transfer, ∆fpR2

50012 Sum of concrete stresses at CGS, fcgp Due to P/S force and self wt.

50013Modulus of elasticity of concrete at transfer, Eci

50014 Change in concrete stress at CGS, ∆fcdp

Due to additional dead loads (not applied at time of transfer)

50015 Development length of deformed bars, ldb

50016Development length of pretensioning strand, lb

50017 Transfer length of pretensioning strand, lt50018 Initial concrete stress, fti top of girder girder self wt + P/S Service I

50019 Initial concrete stress, fbi bottom of girder girder self wt + P/S Service I

50020 Final compressive stress in concrete, fc,DP DL + P/S Service IMax compr. stress in beam

50021 Final concrete stress, ftf top of girderdesign loads DL + P/S + LL Factored for Service I (Maximum compr)

50022 Final concrete stress, fbf bottom of girderdesign loads DL + P/S + LL Factored for Service I (Maximum tens)

50023 Final concrete stress, fcs top of slabdesign loads DL + P/S + LL Factored for Service I (Maximum compr)

50024 Final concrete stress, ftf top of girderdesign loads DL + P/S + LL

Factored for Service III (Maximum compr)

50025 Final concrete stress, fbf bottom of girderdesign loads DL + P/S + LL

Factored for Service III (Maximum tens)

50026 Final concrete stress, fcs top of slabdesign loads DL + P/S + LL

Factored for Service III (Maximum compr)

50027Final compressive stress in concrete, fc,1/2DP LL + 0.5(DL + P/S) Service I

Max compr. stress in beam

50028 Cracking moment, Mcr

50029 Factored flexural resistance, Mr Strength limit state

50030 Nominal flexural resistance, Mn Strength limit state

50031Effective area of prestressing steel for flexure, Aps

50032 Effective area of mild tension steel, As

50033 Average stress in prestressing steel, fps

50034 Depth of stress block, a

50035Distance from neutral axis to compressive face, c

50036 Ratio c/de

50037 Whitney stress block factor, β1

50038 Area of mild compression steel, A's


E-83

Report ID Description 1 Description 2 Description 3 Description 4 Description 550039 Constant used in determination of fps, k

50040 Ratio Mr/Mcr

50041 Ratio Mr/Mu Strength I

50042 Factored shear resistance, Vr Strength limit state

50043 Nominal shear resistance, Vn Strength limit state

50044 Nominal shear resistance of concrete, Vc

50045 Nominal shear resistance of steel, Vs

50046Vertical component of prestressing force, Vp

50047 Effective web width, bv

50048 Effective area of P/S for shear, Aps

50049Effective area of mild tension steel for shear, As

50050Area of concrete on tension side of member, Ac

50051 Effective shear depth, dv

50052 Critical distance for shear, dcrit

50053 Shear design parameter, β

50054 Shear design parameter, εx

50055 Strain reduction factor, Fε

50056Angle of inclination of diagonal compressive stresses, θ

50057Stress in prestressing when surrounding concrete stress is zero, fpo

50058Effective stress in prestressing, after losses, fpe

50059Maximum spacing of transvese reinforcement (per 5.8.3.3)

50060Factored bursting resistance of anchorage zones, Pr

50061Required longitudinal tension force (per 5.8.3.5)

50062Provided longitudinal tension force (per 5.8.3.5)

50063Maximum spacing of transverse reinforcement, s (5.8.2.7)

50064Minimum area of transverse reinforcement per unit length

50065 Ratio Vr/Vu Strength I

50066 Not used

50067 Factored shear friction resistance, Vr

50068 Nominal shear friction resistance, Vn

50069Area of concrete engaged in shear transfer, Acv

50070Area of reinforcing crossing the shear plane, Avf

50071Permanent net compressive force normal to shear plane, Pc

50072Actual fatigue stress range in prestressing tendons Fatigue

50073Limit on fatigue stress range in prestressing tendons

50074 Concrete stress, ftDL1 top of girder Noncomposite DL + P/S Service I After final losses

50075 Concrete stress, fbDL1 bottom of girder Noncomposite DL + P/S Service I After final losses



50401 Cracking moment, Mcr Negative Flexure

50402 Factored flexural resistance, Mr Strength limit state

50403 Nominal flexural resistance, Mn Strength limit state

50404Effective area of prestressing steel for flexure, Aps Negative Flexure

50405 Effective area of mild tension steel, As Negative Flexure

50406 Depth of stress block, a Negative Flexure

Report IDs for Continuous Prestressed (Pretensioned) Girder Superstructures


E-84


50407Distance from neutral axis to compressive face, c Negative Flexure

50408 Ratio c/de Negative Flexure

50409 Whitney stress block factor, b1 Negative Flexure

50410 Area of mild compression steel, A's Negative Flexure

50411 Ratio Mr/Mcr Negative Flexure

50412 Ratio Mr/Mu Strength I Negative Flexure

50413 Factored shear resistance, Vr Strength limit state Negative Flexure

50414 Nominal shear resistance, Vn Strength limit state Negative Flexure

50415 Nominal shear resistance of concrete, Vc Negative Flexure

50416

50417

Nominal shear resistance of steel, Vs Negative Flexur

Negative Flexure

e

50418Area of concrete on tension side of member, Ac

Effective area of mild tension steel for sheer, As

Negative Flexure

50419 Effective shear depth, dv Negative Flexure

50420 Shear design parameter, b Negative Flexure

50421 Shear design parameter, ex Negative Flexure

50422 Strain reduction factor, Fe Negative Flexure

50423Angle of inclination of diagonal compressive stresses, q Negative Flexure

50424 Ratio Vr/Vu Strength I Negative Flexure

50425 Factored shear friction resistance, Vr Negative Flexure

50426 Nominal shear friction resistance, Vn Negative Flexure

50427 Creep coefficient, psi

50428 Creep factor kf

50429 Creep factor kc

50430 Creep and shrinkage factor, ks

50431 Shrinkage factor, kh

50432Dead Load Creep fixed end moment at left end of span

50433Dead Load Creep fixed end reaction at left end of span

50434Dead Load Creep fixed end moment at right end of span

50435Dead Load Creep fixed end reaction at right end of span

50436P/S Creep fixed end moment at left end of span

50437P/S Creep fixed end reaction at left end of span

50438P/S Creep fixed end moment at right end of span

50439P/S Creep fixed end reaction at right end of span

50440Shrinkage fixed end moment at left end of span

50441Shrinkage fixed end reaction at left end of span

50442Shrinkage fixed end moment at right end of span

50443Shrinkage fixed end reaction at right end of span

50444 Creep restraint moment

50445 Shear due to creep restraint

50446Final compressive stress in concrete, fc,DP DL + P/S Service I


Including creep and shrinkage effects

50447 Final concrete stress, ftf top of girderdesign loads DL + P/S + LL Factored for Service I

(Maximum compr, including creep and shrinkage effects)

50448 Final concrete stress, fbf bottom of girderdesign loads DL + P/S + LL Factored for Service I

(Maximum tens, including creep and shrinkage effects)

50449 Final concrete stress, fcs top of slabdesign loads DL + P/S + LL Factored for Service I


50450 Final concrete stress, ftf top of girderdesign loads DL + P/S + LL

Factored for Service III



E-85


50451 Final concrete stress, fbf bottom of girderdesign loads DL + P/S + LL


(Maximum tens, including creep and shrinkage effects)

50452 Final concrete stress, fcs top of slabdesign loads DL + P/S + LL





Including creep and shrinkage effects

50454Area of longitudinal slab steel required for negative moment Strength I

50455Area of longitudinal slab steel required for negative moment Strength III

50456Area of longitudinal slab steel required for negative moment Strength V

50457Service load stress in longitudinal slab steel for negative moment Service I

60000 Column axial dead load superstructure dc

60001 Column flexure dead load superstructure transverse dc60002 Column flexure dead load superstructure longitudinal dc60003 Column shear dead load superstructure transverse dc60004 Column shear dead load superstructure longitudinal dc

60005 Column axial dead load superstructure dw

60006 Column flexure dead load superstructure transverse dw60007 Column flexure dead load superstructure longitudinal dw60008 Column shear dead load superstructure transverse dw60009 Column shear dead load superstructure longitudinal dw

60010 Column axial dead load substructure dc

60011 Column flexure dead load substructure transverse dc60012 Column flexure dead load substructure longitudinal dc60013 Column shear dead load substructure transverse dc60014 Column shear dead load substructure longitudinal dc

60015 Column axial live load truck

60016 Column flexure live load truck transverse

60017 Column flexure live load truck longitudinal

60018 Column shear live load truck transverse

60019 Column shear live load truck longitudinal

60020 Column axial live load lane

60021 Column flexure live load lane transverse

60022 Column flexure live load lane longitudinal

60023 Column shear live load lane transverse

60024 Column shear live load lane longitudinal

60025 Column axial live load truck + lane

Substructure Columns (Concrete)

60026 Column flexure live load truck + lane transverse

60027 Column flexure live load truck + lane longitudinal

60028 Column shear live load truck + lane transverse

60029 Column shear live load truck + lane longitudinal

60030 Column axial wind load superstructure left

60031 Column flexure wind load superstructure transverse left60032 Column flexure wind load superstructure longitudinal left60033 Column shear wind load superstructure transverse left60034 Column shear wind load superstructure longitudinal left

60035 Column axial wind load superstructure right

60036 Column flexure wind load superstructure transverse right60037 Column flexure wind load superstructure longitudinal right60038 Column shear wind load superstructure transverse right60039 Column shear wind load superstructure longitudinal right

60040 Column axial wind load substructure left

60041 Column flexure wind load substructure transverse left60042 Column flexure wind load substructure longitudinal left60043 Column shear wind load substructure transverse left60044 Column shear wind load substructure longitudinal left

60045 Column axial wind load substructure right

60046 Column flexure wind load substructure transverse right60047 Column flexure wind load substructure longitudinal right60048 Column shear wind load substructure transverse right


E-86

Report ID Description 1 Description 2 Description 3 Description 4 Description 560049 Column shear wind load substructure longitudinal right

60050 Column axial wind load live load left

60051 Column flexure wind load live load transverse left60052 Column flexure wind load live load longitudinal left60053 Column shear wind load live load transverse left60054 Column shear wind load live load longitudinal left60055 Column axial wind load live load right60056 Column flexure wind load live load transverse right60057 Column flexure wind load live load longitudinal right60058 Column shear wind load live load transverse right60059 Column shear wind load live load longitudinal right60060 Column axial wind load uplift left60061 Column flexure wind load uplift transverse left60062 Column flexure wind load uplift longitudinal left

60063 Column shear wind load uplift transverse left60064 Column shear wind load uplift longitudinal left

60065 Column axial wind load uplift right

60066 Column flexure wind load uplift transverse right60067 Column flexure wind load uplift longitudinal right60068 Column shear wind load uplift transverse right60069 Column shear wind load uplift longitudinal right

60070 Column axial shrinkage

60071 Column flexure shrinkage transverse

60072 Column flexure shrinkage longitudinal

60073 Column shear shrinkage transverse

60074 Column shear shrinkage longitudinal

60075 Column axial braking

60076 Column flexure braking transverse

60077 Column flexure braking longitudinal

60078 Column shear braking transverse

60079 Column shear braking longitudinal

60080 Column axial temperature

60081 Column flexure temperature transverse

60082 Column flexure temperature longitudinal

60083 Column shear temperature transverse

60084 Column shear temperature longitudinal

60085 Column axial ice

60086 Column flexure ice transverse

60087 Column flexure ice longitudinal

60088 Column shear ice transverse

60089 Column shear ice longitudinal

60090 Column axial centrifugal

60091 Column flexure centrifugal transverse

60092 Column flexure centrifugal longitudinal

60093 Column shear centrifugal transverse

60094 Column shear centrifugal longitudinal

60095 Column axial buoyancy

60096 Column flexure buoyancy transverse

60097 Column flexure buoyancy longitudinal

60098 Column shear buoyancy transverse

60099 Column shear buoyancy longitudinal

60100 Column axial stream

60101 Column flexure stream transverse

60102 Column flexure stream longitudinal

60103 Column shear stream transverse

60104 Column shear stream longitudinal

60105 Column axial earthquake

60106 Column flexure earthquake transverse

60107 Column flexure earthquake longitudinal

60108 Column shear earthquake transverse

60109 Column shear earthquake longitudinal


E-87


60110 Live Load Window Number

60111 Column Max Min Dead Load Factor Flag

60112 Column Load Case Number

60110 Column axial rib shortening

60111 Column flexure rib shortening transverse

60112 Column flexure rib shortening longitudinal

60113 Column shear rib shortening transverse

60114 Column shear rib shortening longitudinal

61000 Column Length

61001 Column Shape Flag

61002 Column Width

61003 Column Depth

parallel to longitudinal axis

parallel to transverse axis

61004 Column Moment of Inertia about longitudinal axis

61005 Column Moment of Inertia about transverse axis

61006 Column I/l^3 about longitudinal axis

61007 Column I/l^3 about transverse axis

61008 Column distribution factor right

61009 Column distribution factor left

61010 Column distribution factor top

61011 Column distribution factor bottom

61012 Column total number of bars

61013 Column row 1 number of bars




61017 Column row 1 bar size




61021 Column total area of steel

61022 Column rho

61023 Column row 1c cover

61024 Column row 2 cover



62000 applied action axial load

62001 applied action flexural load

62002 applied action flexural load

62003 failure surface point axial capacity

about longitudinal axis of pier

about transverse axis of pier

62004 failure surface point flexural capacity

62005 failure surface point flexural capacity

62006 action resistance axial load

62007 action resistance flexural capacity

62008 action resistance flexural capacity

70000 Footing type pile or spread

70001 FootWidthParallel with the transverse axis of the pier

70002 FootLengthparallel with the longitudinal axis of the pier

70003 FootThickness

70004 FootingDepth from top of footing to grade

70005 FootBarSizeYY parallel to transverse axis

70006 FootBarSpaceYY parallel to transverse axis interior

70007 FootBarSpaceYY parallel to transverse axis exterior

70008 FootBarSizeXX parallel to longitudinal axis

70009 FootBarSpaceXX parallel to longitudinal axis interior

70010 FootBarSpaceXX parallel to longitudinal axis exterior

Substructure Footings






E-88


70011 FootBarCover

70012 AreaOfSteel parallel to transverse axis interior

70013 AreaOfSteel parallel to longitudinal axis interior

70014 AreaOfSteel parallel to transverse axis exterior

70015 AreaOfSteel parallel to longitudinal axis exterior

70016 SteelYield

70017 FPrimeSubc

70018 Bar Depth parallel to transverse axis

70019 Bar Depth parallel to longitudinal axis

70020 Column Shape

70021 Column Width parallel to transverse axis

70022 Column Depth parallel to longitudinal axis

70023 Ultimate Bearing Stress

70024 Allowable Bearing Stress

70025 phi bearing stress

70026 Sizing method used

70027 MatOnBottom 0= longitudinal, 1 = transverse

70028 NumberOfPiles

70029 PileSpacing parallel to transverse axis

70030 PileSpacing parallel to longitudinal axis

70031 Pile Edge distancefrom edge of footing to center of pile

70032 Pile Embedment Depth into footing concrete

70033 Pile Down Force Allowable

70034 Pile Uplift Resistance Allowable

70035 Pile Down Resistance Ultimate

70036 Pile Uplift Resistance Ultimate

70037 Pile Down phi

70038 Pile Uplift phi

70039 Run Type

70040 concrete density

70041 soil density

70042 phi for flexure

70043 phi for shear

70044 Pile coordinate longitudinal pile 1

70045 Pile coordinate transverse pile 1
























E-89




























71000 Whitney stress block factor, b1

71001Distance from neutral axis to compressive face, c longitudinal

71002Distance from neutral axis to compressive face, c transverse

71003 Depth of stress block, a longitudinal

71004 Depth of stress block, a transverse

71005 Flexural resistance about transverse axis

71006 Flexural resistance about longitudinal axis

71007 Beam shear resistance about transverse axis

71008 Beam shear resistance about longitudinal axis

71009 Length of the punching shear perimeter

71010 Punching shear resistance

71011 beta c

71012 Punching shear perimeter Length of long side

71013 Punching shear perimeter Length of short side

71014Punching shear resistance parallel to longitudinal axis

71015Punching shear resistance parallel to longitudinal axis

71016bearing pressure at the center of the footing (spread only)

71017 maximum axial load applied

72000 Axial Applied

72001 Moment Applied about longitudinal axis

72002 Shear Applied about longitudinal axis

72003 Moment Applied about transverse axis

72004 Shear Applied about transverse axis

73000 moment about longitudinal axis

73001 moment about transverse axis

73002 beam shear about longitudinal axis

73003 beam shear about transverse axis

73004 punching shear

73005 maximum soil bearing pressure


E-90


73006 minimum soil bearing pressure (or uplift)

73007soil pressure at one intermediate corner of the footing

73008soil pressure at one intermediate corner of the footing

73009 maximum force in the piles

73010 minimum force in the piles (or uplift)

73011 force in one of the other corner piles

73012 force in the last corner pile

73013 Footing length past the face of columnfor bending about the longitudinal axis

73014 Footing length past the face of columnfor bending about the transverse axis

73015 Soil pressure at the face of the columnfor bending about the longitudinal axis

73016 Soil pressure at the face of the columnfor bending about the transverse axis

73017Average soil pressure at the edge of the footing

for bending about the longitudinal axis


for bending about the transverse axis

73019Soil pressure from the weight of the footing and the soil above it

73020Moment from soil pressure at the column faces




73022Moment from soil pressure at the edge of the footing




73024 Moment from the footing and soil weightfor bending about the longitudinal axis

73025 Moment from the footing and soil weightfor bending about the transverse axis

73026 footing length past the beam shear facefor bending about the longitudinal axis

73027 footing length past the beam shear facefor bending about the transverse axis

73028 soil pressure at the beam shear facefor bending about the longitudinal axis

73029 Soil pressure at the beam shear facefor bending about the transverse axis

73030 Soil pressure at the edge of the footingfor bending about the longitudinal axis

73031 Soil pressure at the edge of the footingfor bending about the transverse axis

73032

Shear due to pressure at the beam shear face for bending about the longitudinal axis

73033Shear due to pressure at the beam shear face for bending about the transverse axis

73034

Shear due to pressure at the edge of the footing for bending about the longitudinal axis

73035

Shear due to pressure at the edge of the footing for bending about the transverse axis

73036 Shear due to the footing and soil weightfor bending about the longitudinal axis

73037 Shear due to the footing and soil weightfor bending about the transverse axis

73038 Soil pressure at the center of the footing for punching shear

for punching shear73039 Weight of the footing and soil

73040 Area inside the punching shear perimeter for punching shear

73041 Length of the punching shear perimeter for punching shear

74000 moment about longitudinal axis max for all load cases

74001 moment about transverse axis max for all load cases

74002 beam shear about longitudinal axis max for all load cases


E-91


74003 beam shear about transverse axis max for all load cases

74004 punching shear max for all load cases

74005 maximum soil bearing pressure max for all load cases

74006 minimum soil bearing pressure (or uplift) max for all load cases

74007soil pressure at one intermediate corner of the footing max for all load cases

74008soil pressure at one intermediate corner of the footing max for all load cases

74009 maximum force in the piles max for all load cases

74010 minimum force in the piles (or uplift) max for all load cases

74011 force in one of the other corner piles max for all load cases

74012 force in the last corner pile max for all load cases

74013 Footing length past the face of columnfor bending about the longitudinal axis max for all load cases

74014 Footing length past the face of columnfor bending about the transverse axis max for all load cases

74015 Soil pressure at the face of the columnfor bending about the longitudinal axis max for all load cases

74016 Soil pressure at the face of the columnfor bending about the transverse axis max for all load cases


for bending about the longitudinal axis max for all load cases


for bending about the transverse axis max for all load cases

74019Soil pressure from the weight of the footing and the soil above it max for all load cases









74024 Moment from the footing and soil weightfor bending about the longitudinal axis max for all load cases

74025 Moment from the footing and soil weightfor bending about the transverse axis max for all load cases

74026 footing length past the beam shear facefor bending about the longitudinal axis max for all load cases

74027 footing length past the beam shear facefor bending about the transverse axis max for all load cases

74028 soil pressure at the beam shear facefor bending about the longitudinal axis max for all load cases

74029 Soil pressure at the beam shear facefor bending about the transverse axis max for all load cases

74030 Soil pressure at the edge of the footingfor bending about the longitudinal axis max for all load cases

74031 Soil pressure at the edge of the footingfor bending about the transverse axis max for all load cases

74032

Shear due to pressure at the beam shear face for bending about the longitudinal axis max for all load cases

74033 Shear due to pressure at the beam shear face for bending about the transverse axis max for all load cases

74034

Shear due to pressure at the edge of the footing for bending about the longitudinal axis max for all load cases

74035

Shear due to pressure at the edge of the footing for bending about the transverse axis max for all load cases

74036 Shear due to the footing and soil weightfor bending about the longitudinal axis max for all load cases

74037 Shear due to the footing and soil weightfor bending about the transverse axis max for all load cases

74038 Soil pressure at the center of the footing for punching shear

for punching shear

max for all load cases

74039 Weight of the footing and soil max for all load cases

74040 Area inside the punching shear perimeter for punching shear max for all load cases

74041 Length of the punching shear perimeter for punching shear max for all load cases


E-92

E-93

1 2 3 4 5 6 Number of Girders 5 5 5 5 5 5

Girder Spacing 2000 2000 2000 3000 3000 3000 Left Cantilever 1000 750 1250 1000 750 2000

Right Cantilever 1000 1000 1000 1000 1000 1000 Top Flange Thickness 125 125 125 125 125 125

Top Flange Width 600 600 600 600 600 600 Web Depth 600 600 600 600 600 600

Web Thickness 150 150 150 150 150 150 Bottom Flange Thickness 150 150 150 150 150 150

Bottom Flange Width 200 200 200 200 200 200 Girder Area 195000 195000 195000 195000 195000 195000

Deck Thickness 200 200 200 200 200 200 Wearing Surface Thickness 100 100 100 100 100 100

Gamma Concrete 2.40E-06 2.4E-06 2.4E-06 2.4E-06 2.4E-06 2.4E-06 Gamma Wearing Surface 1.88E-06 1.88E-06 1.88E-06 1.88E-06 1.88E-06 1.88E-06

Girder Number 1 1 1 1 1 1

TABLE E-3 Sample input parameters—Subdomain 1

Start Stop Inc Start Stop Inc Start Stop Incsystem type a,k a,k - b b - f f - span length (mm) 6000 73000 33500 6000 43000 18500 6000 37000 15500number of girders 4 12 2 3 12 3 6 12 3left cantilever (mm) 550 2450 950 900 1750 850 450 750 300girder spacing (mm) 1100 4900 1900 1800 3500 1700 900 1500 600right cantilever (mm) 550 2450 950 900 1750 850 450 750 300girder b (mm) NA NA NA NA NA NA 900 1500 600

TABLE E-4 Distribution factor problem definition

The remainder of the input parameters can be viewed in the Results Database for this subdomain on the accompanying CD-ROMs.

Input Parameter 1 2 3 4 5 6Span Length, mm 10000 15000 20000 30000 40000 50000Girder Designation 187 141 117 58 50 44Miscellaneous Dead Load, Stage 1, DC, N/mm 1 1 1 1 1 1Miscellaneous Dead Load, Stage 2, DC, N/mm 1 1 1 1 1 1Miscellaneous Wearing Surface Load, Stage 2, DW, N/mm 1 1 1 1 1 1Girder Spacing, mm 2500 2500 2500 2500 2500 2500Slab Thickness, mm 200 200 200 200 200 200Deck Concrete Density, kg/m^3 2400 2400 2400 2400 2400 2400Wearing Surface Weight, N/mm^2 0.000862 0.000862 0.000862 0.000862 0.000862 0.000862

Problem Number

TABLE E-5 Input parameter table—Subdomain 6

Start Stop Increment Number of spans 1 5 1 Span 1 length 6 32 13 Span 2 length 6 32 13 Span 3 length 6 32 13 Span 4 length 6 32 13 Span 5 length 6 32 13

TABLE E-6 Short-span definition and increments

Start Stop Increment Number of spans 1 5 1 Span 1 length 36 96 30 Span 2 length 36 96 30 Span 3 length 36 96 30 Span 4 length 36 96 30 Span 5 length 36 96 30

TABLE E-7 Long-span definition and increments

E-94

Bridge ID No. of Spans

Span 1 Span 2 Span 3 Span 4 Span 5

130 5 6 6 19 6 6 131 5 6 6 19 6 19 132 5 6 6 19 6 32 133 5 6 6 19 19 6 134 5 6 6 19 19 19 135 5 6 6 19 19 32 136 5 6 6 19 32 6 137 5 6 6 19 32 19 138 5 6 6 19 32 32 139 5 6 6 32 6 6 140 5 6 6 32 6 19 141 5 6 6 32 6 32 142 5 6 6 32 19 6 143 5 6 6 32 19 19 144 5 6 6 32 19 32 145 5 6 6 32 32 6 146 5 6 6 32 32 19 147 5 6 6 32 32 32 148 5 6 19 6 6 6 149 5 6 19 6 6 19 150 5 6 19 6 6 32 151 5 6 19 6 19 6 152 5 6 19 6 19 19 153 5 6 19 6 19 32 154 5 6 19 6 32 6 155 5 6 19 6 32 19 156 5 6 19 6 32 32 157 5 6 19 19 6 6 158 5 6 19 19 6 19 159 5 6 19 19 6 32 160 5 6 19 19 19 6

TABLE E-8 Sample input parameters (m)

Input Parameter 1 2 3 4 5 6Span Length, mm 10000 15000 20000 30000 40000 50000Girder Designation 187 141 117 58 50 44Miscellaneous Dead Load, Stage 1, DC, N/mm 1 1 1 1 1 1Miscellaneous Dead Load, Stage 2, DC, N/mm 1 1 1 1 1 1Miscellaneous Wearing Surface Load, Stage 2, DW, N/mm 1 1 1 1 1 1Girder Spacing, mm 2500 2500 2500 2500 2500 2500Slab Thickness, mm 200 200 200 200 200 200Deck Concrete Density, kg/m^3 2400 2400 2400 2400 2400 2400Wearing Surface Weight, N/mm^2 0.000862 0.000862 0.000862 0.000862 0.000862 0.000862

Problem Number


E-95

1 2 3Column 1 Length IN 360 480 480Column 1 Shape (0 = round, 1 = rectangular) [DIM] 1 1 1Column 1 Width (diameter if round) IN 420 240 120Column 1 Depth (blank if round) I N 36 36 36Column 1 Fixity (0 = free MZ, 1 = fixed MZ, in between is percent fixed) [DIM] 1 1 1Column Rebar Cover I N 2 2 2Eliminate cap axial shortening (0 = no, 1 = yes) IN 0 0 0Cap area factor (number to multiply cross beam area by to eliminate axial shortening) KIPLeft Cantilever Length I N 60 180 90Right Cantilever Length IN 60 180 90Left Cantilever Depth IN 60 72 60Right Cantilever Depth I N 60 72 60Left Cantilever Width I N 36 36 36Right Cantilever Width I N 36 36 36Left Cantilever Haunch Type (0 = No Haunch, 1 = Straight, 2 = Parabolic) [DIM] 1 1 1Right Cantilever Haunch Type (0 = No Haunch, 1 = Straight, 2 = Parabolic) [DIM] 1 1 1Left Cantilever Haunch Depth I N 24 36 36Left Cantilever Haunch Length IN 60 180 90Right Cantilever Haunch Depth I N 24 36 36Right Cantilever Haunch Length IN 60 180 90

Input Parameter Problem NumberUnits


TABLE E-11 Results file format

Figure E-53. Girder dead load shear. - trb.org · E-46 Figure E-56. Positive HL-93 live load...

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Transcript of Figure E-53. Girder dead load shear. - trb.org · E-46 Figure E-56. Positive HL-93 live load...