Appendix A - Computer Program Results
Section A3 - Opis Input
The computer program Opis is used to analyze the prestressed concrete example problem. This program is part of the AASHTOware software suite. The input data for Opis is provided on the following pages.
4-1.1 ANALYSIS B, 2, REV, S 1. Analysis Model : B 2. Loading Sequence : 2 3. Analysis Type : REV 4. Element : S 4-1.2 POINT-OF-INTEREST T, ON, ON 1. Point of Interest Control : T 2. Specification Checks : ON 3. Load Factoring/Combination : ON 4-3.1 DIST-CONTROL-GIRDER 2 1. Girder of Interest : 2 4-3.2 DIST-CONTROL-DL TA, UD 1. Stage 1 Method : TA 2. Stage 2 Method : UD 3. Stage 3 Method : UD 3-1.1 COMMENT BRASS will compute the number of lanes loaded. 4-3.3 DIST-CONTROL-LL K, , 20.00, 0.200, YES 1. Cross Section Code : K 2. No. Lanes Loaded : 3. Skew Angle : 20.000 4. Poisson's Ratio : 0.200 5. Rigid Method : YES 4-3.5 DIST-LL-APPLICATION AP 1. Dist. Factors : AP 5-1.1 OUTPUT 0, ON, OFF, OFF, 1 1. Action Output Level : 0 2. Girder Properties : ON 3. Truck Position : OFF 4. Rear Axle Spacing : OFF 5. Interm. Output Level : 1 6. Live Load Settings : YES 7. Live Load Combinations : YES 8. Live Load Details : NO 9. Load Combinations : YES 10. Load & Resist. Factors : YES 11. Critical DRs or RFs : E 12. Warnings : YES 13. Girder Self-Load : YES 14. Distributed Dead Loads : YES 5-4.1 OUTPUT-STAGE ON, ON, ON 1. Stage 1 : ON 2. Stage 2 : ON 3. Stage 3 : ON 5-4.2 OUTPUT-LIMIT-STATE ST, 1, ON, ON 1. Limit State : ST 2. Limit State Level : 1 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE ST, 2, ON, ON 1. Limit State : ST 2. Limit State Level : 2 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE ST, 3, ON, ON 1. Limit State : ST 2. Limit State Level : 3 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE ST, 4, ON, ON 1. Limit State : ST 2. Limit State Level : 4 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE SE, 1, ON, ON 1. Limit State : SE 2. Limit State Level : 1 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE SE, 2, ON, ON 1. Limit State : SE 2. Limit State Level : 2 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE SE, 3, ON, ON 1. Limit State : SE 2. Limit State Level : 3 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-4.2 OUTPUT-LIMIT-STATE SE, 4, OFF, OFF 1. Limit State : SE 2. Limit State Level : 4 3. Intermediate Output : OFF 4. Load Comb. Output : OFF 5-4.2 OUTPUT-LIMIT-STATE FA, 1, ON, ON 1. Limit State : FA 2. Limit State Level : 1 3. Intermediate Output : ON 4. Load Comb. Output : ON 5-7.1 OUTPUT-PRESTRESS OFF, OFF, OFF, OFF, OFF 1. Load Balancing : OFF 2. Final Prestress Losses : OFF 3. Intermediate Prestress Losses : OFF 4. Prestress Action Losses : OFF 5. Ave & Effect Prestress Stress : OFF 5-5.1 OUTPUT-DIST-DL OFF, ON 1. Intermediate Output (DL) : OFF 2. Final Output (DL) : ON 5-5.2 OUTPUT-DIST-LL OFF, ON 1. Intermediate Output (LL) : OFF 2. Final Output (LL) : ON 3-1.1 COMMENT Actual girder spacings are entered on DECK-VSPACING command. 6-1.1 DECK-GEOMETRY 6, 1.000, 8.000, 42.2496, 42.2304, 0.000, DC 1. Number Girders : 6 2. Girder Spacing : 1.000 3. Slab Thickness (strength) : 8.000 4. Left Cantilever : 42.250 5. Right Cantilever : 42.230 6. Sac. Topping Thickness : 0.000 7. Topping Dead Load Type : DC 6-1.2 DECK-VSPACING 1, 116.0040 1. Bay Number : 1 2. Spacing : 116.004 6-1.2 DECK-VSPACING 2, 116.0040 1. Bay Number : 2 2. Spacing : 116.004 6-1.2 DECK-VSPACING 3, 116.0040 1. Bay Number : 3 2. Spacing : 116.004 6-1.2 DECK-VSPACING 4, 116.0040 1. Bay Number : 4 2. Spacing : 116.004 6-1.2 DECK-VSPACING 5, 116.0040 1. Bay Number : 5 2. Spacing : 116.004 3-1.1 COMMENT WS Load = 0.1400 kcf X 0.2142 ft = 0.0300 ksf 6-4.1 DECK-MATL-PROPERTIES 0.150, , 0.0300 1. Deck Concrete Density : 0.1500 2. Curb & Median Concrete Density: 0.1500 3. Wearing Surface Weight : 0.0300 3-1.1 COMMENT The line and uniform deck loads are generated with the load 3-1.1 COMMENT group commands because they are assigned to load groups. 6-6.1 DECK-STAGE 1, , , 2 1. Slab Stage : 1 2. Curb Stage : 3. Median Stage : 4. Wearing Surface Stage : 2 6-3.3 DECK-TRAVEL-WAY 20.2500, 644.2500 1. Left Edge of Travel Way : 20.250 2. Right Edge of Travel Way : 644.250 3-1.1 COMMENT Cross Section 1 3-1.1 COMMENT Beam Name: AASHTO TYPE VI 8-2.4 CONC-I-SECTION 1, 42.00, 5.00, 8.00, 8.00, 28.00, 8.00 1. Cross Section Number : 1 2. Top Flange Width : 42.000 3. Top Flange Thickness : 5.000 4. Top Web Thickness : 8.000 5. Bottom Web Thickness : 8.000 6. Bottom Flange Width : 28.000 7. Bottom Flange Thickness : 8.000 8-2.7 CONC-FILLETS 1, 3.000, 0.000, 4.000, 4.000, & 10.000, 0.000, 0.000, 0.000 1. Cross Section Number : 1 2. Top Tapers Height : 3.000 3. Top Tapers Distance : 0.000 4. Top Fillets Height : 4.000 5. Top Fillets Width : 4.000 6. Bottom Tapers Height : 10.000 7. Bottom Tapers Distance : 0.000 8. Bottom Fillets Height : 0.000 9. Bottom Fillets Width : 0.000 10-2.1 COMPOSITE-SLAB 1, 111.0000, 7.5000, 0.0000 1. Cross Section Number : 1 2. Effective Width : 111.000 3. Effective Thickness : 7.500 4. Gap Distance : 0.000 10-2.2 COMPOSITE-REBAR 1, T, 10.000, 4, 4.2500 1. Cross Section Number : 1 2. Row Designation : T 3. Number of Reinforcing Bars : 10.000 4. Bar Size : 4 5. Distance to Bar Center : 4.250 10-2.2 COMPOSITE-REBAR 1, B, 12.000, 5, 1.9375 1. Cross Section Number : 1 2. Row Designation : B 3. Number of Reinforcing Bars : 12.000 4. Bar Size : 5 5. Distance to Bar Center : 1.938 3-1.1 COMMENT Cross Section 2 3-1.1 COMMENT Beam Name: AASHTO TYPE VI 8-2.4 CONC-I-SECTION 2, 42.00, 5.00, 8.00, 8.00, 28.00, 8.00 1. Cross Section Number : 2 2. Top Flange Width : 42.000 3. Top Flange Thickness : 5.000 4. Top Web Thickness : 8.000 5. Bottom Web Thickness : 8.000 6. Bottom Flange Width : 28.000 7. Bottom Flange Thickness : 8.000 8-2.7 CONC-FILLETS 2, 3.000, 0.000, 4.000, 4.000, & 10.000, 0.000, 0.000, 0.000 1. Cross Section Number : 2 2. Top Tapers Height : 3.000 3. Top Tapers Distance : 0.000 4. Top Fillets Height : 4.000 5. Top Fillets Width : 4.000 6. Bottom Tapers Height : 10.000 7. Bottom Tapers Distance : 0.000 8. Bottom Fillets Height : 0.000 9. Bottom Fillets Width : 0.000 10-2.1 COMPOSITE-SLAB 2, 111.0000, 7.5000, 0.0000 1. Cross Section Number : 2 2. Effective Width : 111.000 3. Effective Thickness : 7.500 4. Gap Distance : 0.000 10-2.2 COMPOSITE-REBAR 2, B, 12.000, 6, 2.0000 1. Cross Section Number : 2 2. Row Designation : B 3. Number of Reinforcing Bars : 12.000 4. Bar Size : 6 5. Distance to Bar Center : 2.000 10-2.2 COMPOSITE-REBAR 2, B, 21.000, 6, 3.6250 1. Cross Section Number : 2 2. Row Designation : B 3. Number of Reinforcing Bars : 21.000 4. Bar Size : 6 5. Distance to Bar Center : 3.625 3-1.1 COMMENT Cross Section 3 3-1.1 COMMENT Beam Name: AASHTO TYPE VI 8-2.4 CONC-I-SECTION 3, 42.00, 5.00, 8.00, 8.00, 28.00, 8.00 1. Cross Section Number : 3 2. Top Flange Width : 42.000 3. Top Flange Thickness : 5.000 4. Top Web Thickness : 8.000 5. Bottom Web Thickness : 8.000 6. Bottom Flange Width : 28.000 7. Bottom Flange Thickness : 8.000 8-2.7 CONC-FILLETS 3, 3.000, 0.000, 4.000, 4.000, & 10.000, 0.000, 0.000, 0.000 1. Cross Section Number : 3 2. Top Tapers Height : 3.000 3. Top Tapers Distance : 0.000 4. Top Fillets Height : 4.000 5. Top Fillets Width : 4.000 6. Bottom Tapers Height : 10.000 7. Bottom Tapers Distance : 0.000 8. Bottom Fillets Height : 0.000 9. Bottom Fillets Width : 0.000 8-2.8 CONC-REBAR 3, 1, 5.000, 5, 4.0000 1. Cross Section Number : 3 2. Row Number : 1 3. Number of Reinforcing Bars : 5.000 4. Bar Size : 5 5. Distance to Bar Center : 4.000 10-2.1 COMPOSITE-SLAB 3, 111.0000, 7.5000, 0.0000 1. Cross Section Number : 3 2. Effective Width : 111.000 3. Effective Thickness : 7.500 4. Gap Distance : 0.000 10-2.2 COMPOSITE-REBAR 3, B, 12.000, 6, 2.0000 1. Cross Section Number : 3 2. Row Designation : B 3. Number of Reinforcing Bars : 12.000 4. Bar Size : 6 5. Distance to Bar Center : 2.000 10-2.2 COMPOSITE-REBAR 3, B, 21.000, 6, 3.6250 1. Cross Section Number : 3 2. Row Designation : B 3. Number of Reinforcing Bars : 21.000 4. Bar Size : 6 5. Distance to Bar Center : 3.625 8-1.1 CONC-MATERIALS 0.150, 6.000, 60.00, 60.00, & 6.175, 4695.982, 0.588, , 3.000, YES, 0.000600 1. Density : 0.1500 2. f'c : 6.000 3. fy : 60.000 4. fys : 60.000 5. n : 6.175 6. Ec : 4695.982 7. fr : 0.588 8. Z : 170.000 9. m : 3.000 10. Use Creep : Y 11. Thermal Expansion Coefficient : 0.000600 10-1.1 COMPOSITE-MATERIALS 4.000, 60.000, 7.600, 3.000, 0.480, 130.00 1. f'c : 4.000 2. fy : 60.000 3. Modular Ratio : 7.600 4. Creep Factor : 3.000 5. fr : 0.480 6. Z : 130.000 9-1.1 PRESTRESS-MATERIALS 4.800, 6.000, 70.000, 100.000, 4200.214 1. f'ci : 4.800 2. Modular Ratio : 6.000 3. Relative Humidity : 70.000 4. % V/S : 100.000 5. Eci : 4200.214 3-1.1 COMMENT Span 1 11-1.5 SPAN-GENERAL-LENGTH 1, 1320.0000 1. Span Number : 1 2. Span Length : 1320.000 11-1.6 SPAN-GENERAL-SEGMENT 1, 59.0000, L, 1320.0000, 59.0000 1. Span Number : 1 2. Web Depth (Left End) : 59.000 3. Web Variation Indicator : L 4. Range to Segment End : 1320.000 5. Web Depth (Right End) : 59.000 11-2.1 SPAN-SECTION 1, 1, 990.0000, 1 1. Span Number : 1 2. Cross Section Number (Left) : 1 3. Distance to X-Section Change : 990.000 4. Cross Section Number (Right) : 1 11-2.1 SPAN-SECTION 1, 2, 1188.0000, 2 1. Span Number : 1 2. Cross Section Number (Left) : 2 3. Distance to X-Section Change : 1188.000 4. Cross Section Number (Right) : 2 11-2.1 SPAN-SECTION 1, 3, 1320.0000, 3 1. Span Number : 1 2. Cross Section Number (Left) : 3 3. Distance to X-Section Change : 1320.000 4. Cross Section Number (Right) : 3 3-1.1 COMMENT Span 2 11-1.5 SPAN-GENERAL-LENGTH 2, 1320.0000 1. Span Number : 2 2. Span Length : 1320.000 11-1.6 SPAN-GENERAL-SEGMENT 2, 59.0000, L, 1320.0000, 59.0000 1. Span Number : 2 2. Web Depth (Left End) : 59.000 3. Web Variation Indicator : L 4. Range to Segment End : 1320.000 5. Web Depth (Right End) : 59.000 11-2.1 SPAN-SECTION 2, 3, 132.0000, 3 1. Span Number : 2 2. Cross Section Number (Left) : 3 3. Distance to X-Section Change : 132.000 4. Cross Section Number (Right) : 3 11-2.1 SPAN-SECTION 2, 2, 330.0000, 2 1. Span Number : 2 2. Cross Section Number (Left) : 2 3. Distance to X-Section Change : 330.000 4. Cross Section Number (Right) : 2 11-2.1 SPAN-SECTION 2, 1, 1320.0000, 1 1. Span Number : 2 2. Cross Section Number (Left) : 1 3. Distance to X-Section Change : 1320.000 4. Cross Section Number (Right) : 1 11-4.1 SUPPORT-FIXITY 1, R, R, F 1. Support Number : 1 2. Horizontal Resistraint : R 3. Vertical Resistraint : R 4. Rotational Resistraint : F 11-4.1 SUPPORT-FIXITY 2, F, R, F 1. Support Number : 2 2. Horizontal Resistraint : F 3. Vertical Resistraint : R 4. Rotational Resistraint : F 11-4.1 SUPPORT-FIXITY 3, F, R, F 1. Support Number : 3 2. Horizontal Resistraint : F 3. Vertical Resistraint : R 4. Rotational Resistraint : F 8-4.1 CONC-SHEAR-CONSTANTS 3, 100.000, 1.000 1. Shear Indicator : 3 2. % Shear : 100.000 3. Lightweight Concrete Factor : 1.000 3-1.1 COMMENT Stirrup Schedules 3-1.1 COMMENT Stirrup Group 1: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 1, 0.4000, 90.000, 200.000 1. Stirrup Number : 1 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 200.000 8-4.3 STIRRUP-SCHEDULE 1, 1, 1.5600, 0.0000, 1.5600 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 1.560 4. Start Distance : 0.000 5. Range : 1.560 3-1.1 COMMENT Stirrup Group 2: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 2, 0.4000, 90.000, 300.000 1. Stirrup Number : 2 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 300.000 8-4.3 STIRRUP-SCHEDULE 1, 2, 3.0000, 1.5600, 3.0000 1. Span Number : 1 2. Stirrup Number : 2 3. Stirrup Spacing : 3.000 4. Start Distance : 1.560 5. Range : 3.000 3-1.1 COMMENT Stirrup Group 3: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 3, 0.4000, 90.000, 100.000 1. Stirrup Number : 3 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 100.000 8-4.3 STIRRUP-SCHEDULE 1, 3, 5.9400, 4.5600, 5.9400 1. Span Number : 1 2. Stirrup Number : 3 3. Stirrup Spacing : 5.940 4. Start Distance : 4.560 5. Range : 5.940 3-1.1 COMMENT Stirrup Group 4: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 4, 0.4000, 90.000, 286.667 1. Stirrup Number : 4 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 286.667 8-4.3 STIRRUP-SCHEDULE 1, 4, 6.0000, 10.5000, 84.0000 1. Span Number : 1 2. Stirrup Number : 4 3. Stirrup Spacing : 6.000 4. Start Distance : 10.500 5. Range : 84.000 3-1.1 COMMENT Stirrup Group 5: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 5, 0.4000, 90.000, 233.333 1. Stirrup Number : 5 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 233.333 8-4.3 STIRRUP-SCHEDULE 1, 5, 16.0000, 94.5000, 32.0000 1. Span Number : 1 2. Stirrup Number : 5 3. Stirrup Spacing : 16.000 4. Start Distance : 94.500 5. Range : 32.000 3-1.1 COMMENT Stirrup Group 6: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 6, 0.4000, 90.000, 260.000 1. Stirrup Number : 6 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 260.000 8-4.3 STIRRUP-SCHEDULE 1, 6, 18.0000, 126.5000, 72.0000 1. Span Number : 1 2. Stirrup Number : 6 3. Stirrup Spacing : 18.000 4. Start Distance : 126.500 5. Range : 72.000 3-1.1 COMMENT Stirrup Group 7: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 7, 0.4000, 90.000, 275.000 1. Stirrup Number : 7 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 275.000 8-4.3 STIRRUP-SCHEDULE 1, 7, 20.0000, 198.5000, 140.0000 1. Span Number : 1 2. Stirrup Number : 7 3. Stirrup Spacing : 20.000 4. Start Distance : 198.500 5. Range : 140.000 3-1.1 COMMENT Stirrup Group 8: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 8, 0.4000, 90.000, 292.857 1. Stirrup Number : 8 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 292.857 8-4.3 STIRRUP-SCHEDULE 1, 8, 24.0000, 338.5000, 648.0001 1. Span Number : 1 2. Stirrup Number : 8 3. Stirrup Spacing : 24.000 4. Start Distance : 338.500 5. Range : 648.000 8-4.3 STIRRUP-SCHEDULE 1, 1, 19.0200, 986.5001, 19.0199 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 19.020 4. Start Distance : 986.500 5. Range : 19.020 8-4.3 STIRRUP-SCHEDULE 1, 5, 19.0000, 1005.5200, 38.0000 1. Span Number : 1 2. Stirrup Number : 5 3. Stirrup Spacing : 19.000 4. Start Distance : 1005.520 5. Range : 38.000 8-4.3 STIRRUP-SCHEDULE 1, 7, 11.0000, 1043.5200, 77.0000 1. Span Number : 1 2. Stirrup Number : 7 3. Stirrup Spacing : 11.000 4. Start Distance : 1043.520 5. Range : 77.000 3-1.1 COMMENT Stirrup Group 9: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 9, 0.4000, 90.000, 284.615 1. Stirrup Number : 9 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 284.615 8-4.3 STIRRUP-SCHEDULE 1, 9, 7.0000, 1120.5200, 84.0000 1. Span Number : 1 2. Stirrup Number : 9 3. Stirrup Spacing : 7.000 4. Start Distance : 1120.520 5. Range : 84.000 8-4.3 STIRRUP-SCHEDULE 1, 1, 6.0400, 1204.5200, 6.0400 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 6.040 4. Start Distance : 1204.520 5. Range : 6.040 3-1.1 COMMENT Stirrup Group 10: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 10, 0.4000, 90.000, 287.500 1. Stirrup Number : 10 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 287.500 8-4.3 STIRRUP-SCHEDULE 1, 10, 6.0000, 1210.5600, 90.0000 1. Span Number : 1 2. Stirrup Number : 10 3. Stirrup Spacing : 6.000 4. Start Distance : 1210.560 5. Range : 90.000 8-4.3 STIRRUP-SCHEDULE 1, 5, 3.0000, 1300.5600, 6.0000 1. Span Number : 1 2. Stirrup Number : 5 3. Stirrup Spacing : 3.000 4. Start Distance : 1300.560 5. Range : 6.000 8-4.3 STIRRUP-SCHEDULE 1, 1, 1.4400, 1306.5600, 1.4400 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 1.440 4. Start Distance : 1306.560 5. Range : 1.440 8-4.3 STIRRUP-SCHEDULE 1, 3, 1.5600, 1308.0000, 1.5600 1. Span Number : 1 2. Stirrup Number : 3 3. Stirrup Spacing : 1.560 4. Start Distance : 1308.000 5. Range : 1.560 8-4.3 STIRRUP-SCHEDULE 1, 1, 3.0000, 1309.5600, 3.0000 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 3.000 4. Start Distance : 1309.560 5. Range : 3.000 8-4.3 STIRRUP-SCHEDULE 1, 1, 1.5000, 1312.5600, 1.5000 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 1.500 4. Start Distance : 1312.560 5. Range : 1.500 8-4.3 STIRRUP-SCHEDULE 1, 1, 1.5000, 1314.0600, 5.9400 1. Span Number : 1 2. Stirrup Number : 1 3. Stirrup Spacing : 1.500 4. Start Distance : 1314.060 5. Range : 5.940 8-4.3 STIRRUP-SCHEDULE 2, 1, 3.0600, 4.5000, 3.0600 1. Span Number : 2 2. Stirrup Number : 1 3. Stirrup Spacing : 3.060 4. Start Distance : 4.500 5. Range : 3.060 8-4.3 STIRRUP-SCHEDULE 2, 2, 3.0000, 7.5600, 3.0000 1. Span Number : 2 2. Stirrup Number : 2 3. Stirrup Spacing : 3.000 4. Start Distance : 7.560 5. Range : 3.000 8-4.3 STIRRUP-SCHEDULE 2, 1, 1.4400, 10.5600, 1.4400 1. Span Number : 2 2. Stirrup Number : 1 3. Stirrup Spacing : 1.440 4. Start Distance : 10.560 5. Range : 1.440 8-4.3 STIRRUP-SCHEDULE 2, 1, 1.5600, 12.0000, 1.5600 1. Span Number : 2 2. Stirrup Number : 1 3. Stirrup Spacing : 1.560 4. Start Distance : 12.000 5. Range : 1.560 8-4.3 STIRRUP-SCHEDULE 2, 2, 3.0000, 13.5600, 3.0000 1. Span Number : 2 2. Stirrup Number : 2 3. Stirrup Spacing : 3.000 4. Start Distance : 13.560 5. Range : 3.000 8-4.3 STIRRUP-SCHEDULE 2, 10, 6.0000, 16.5600, 90.0000 1. Span Number : 2 2. Stirrup Number : 10 3. Stirrup Spacing : 6.000 4. Start Distance : 16.560 5. Range : 90.000 8-4.3 STIRRUP-SCHEDULE 2, 5, 16.0000, 106.5600, 32.0000 1. Span Number : 2 2. Stirrup Number : 5 3. Stirrup Spacing : 16.000 4. Start Distance : 106.560 5. Range : 32.000 8-4.3 STIRRUP-SCHEDULE 2, 1, 18.0400, 138.5600, 18.0400 1. Span Number : 2 2. Stirrup Number : 1 3. Stirrup Spacing : 18.040 4. Start Distance : 138.560 5. Range : 18.040 3-1.1 COMMENT Stirrup Group 11: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 11, 0.4000, 90.000, 250.000 1. Stirrup Number : 11 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 250.000 8-4.3 STIRRUP-SCHEDULE 2, 11, 18.0000, 156.6000, 54.0000 1. Span Number : 2 2. Stirrup Number : 11 3. Stirrup Spacing : 18.000 4. Start Distance : 156.600 5. Range : 54.000 8-4.3 STIRRUP-SCHEDULE 2, 7, 20.0000, 210.6000, 140.0000 1. Span Number : 2 2. Stirrup Number : 7 3. Stirrup Spacing : 20.000 4. Start Distance : 210.600 5. Range : 140.000 8-4.3 STIRRUP-SCHEDULE 2, 8, 24.0000, 350.6000, 648.0001 1. Span Number : 2 2. Stirrup Number : 8 3. Stirrup Spacing : 24.000 4. Start Distance : 350.600 5. Range : 648.000 8-4.3 STIRRUP-SCHEDULE 2, 11, 19.0000, 998.6001, 56.9999 1. Span Number : 2 2. Stirrup Number : 11 3. Stirrup Spacing : 19.000 4. Start Distance : 998.600 5. Range : 57.000 8-4.3 STIRRUP-SCHEDULE 2, 7, 11.0000, 1055.6000, 77.0000 1. Span Number : 2 2. Stirrup Number : 7 3. Stirrup Spacing : 11.000 4. Start Distance : 1055.600 5. Range : 77.000 8-4.3 STIRRUP-SCHEDULE 2, 9, 7.0000, 1132.6000, 84.0000 1. Span Number : 2 2. Stirrup Number : 9 3. Stirrup Spacing : 7.000 4. Start Distance : 1132.600 5. Range : 84.000 3-1.1 COMMENT Stirrup Group 12: #4 Vert Shear Reinf. 8-4.2 STIRRUP-GROUP 12, 0.4000, 90.000, 288.235 1. Stirrup Number : 12 2. Stirrup Area : 0.400 3. Stirrup Angle : 90.000 4. % Stir. Area for Horz Shear : 288.235 8-4.3 STIRRUP-SCHEDULE 2, 12, 6.0000, 1216.6000, 96.0000 1. Span Number : 2 2. Stirrup Number : 12 3. Stirrup Spacing : 6.000 4. Start Distance : 1216.600 5. Range : 96.000 8-4.3 STIRRUP-SCHEDULE 2, 5, 3.0000, 1312.6000, 6.0000 1. Span Number : 2 2. Stirrup Number : 5 3. Stirrup Spacing : 3.000 4. Start Distance : 1312.600 5. Range : 6.000 8-4.3 STIRRUP-SCHEDULE 2, 3, 1.4000, 1318.6000, 1.4000 1. Span Number : 2 2. Stirrup Number : 3 3. Stirrup Spacing : 1.400 4. Start Distance : 1318.600 5. Range : 1.400 8-4.3 STIRRUP-SCHEDULE 2, 1, 3.0600, 0.0000, 4.5000 1. Span Number : 2 2. Stirrup Number : 1 3. Stirrup Spacing : 3.060 4. Start Distance : 0.000 5. Range : 4.500 3-1.1 COMMENT Concrete Stress Limits Schedules 3-1.1 COMMENT Concrete Stress Limits Group 1: Stress Limit Set #1 9-8.1 CONC-STLIM-GROUP 1, 2.880, 0.480, 2.700, 3.600, 0.465, & , 2.880, 0.480, 2.700, 3.600, 0.465, & , 1. Group Number : 1 2. fcb (Girder) : 2.880 3. ftb (Girder) : 0.480 4. fca (Girder) (DL+PS) : 2.700 5. fca (Girder) (DL+PS+LL) : 3.600 6. fta (Girder) : 0.465 7. fc (Slab) : 8. fcb (Flange) : 2.880 9. ftb (Flange) : 0.480 10. fca (Flange) (DL+PS) : 2.700 11. fca (Flange) (DL+PS+LL) : 3.600 12. fta (Flange) : 0.465 13. fca (Girder) (0.5[DL+PS]+LL) : 14. fca (Flange) (0.5[DL+PS]+LL) : 9-8.2 CONC-STLIM-SCHEDULE 1, 1, 0.0000, 1317.0000 1. Span Number : 1 2. Group Number : 1 3. Start Distance : 0.000 4. Range : 1317.000 9-8.2 CONC-STLIM-SCHEDULE 1, 1, 1317.0000, 3.0000 1. Span Number : 1 2. Group Number : 1 3. Start Distance : 1317.000 4. Range : 3.000 3-1.1 COMMENT The width of the top flange will be used as the 3-1.1 COMMENT default for the shear friction interface width. 9-7.4 SHEAR-FRICTION-COEFF 0.100, 1.000, 1. Cohesion Factor : 0.100 2. Friction Factor : 1.000 3. Interface Width : 3-1.1 COMMENT Point of Interest: (100.1591) = Span 1 - 21.0000 3-1.1 COMMENT The r/h data on the following command are BRASS defaults. 3-1.1 COMMENT This data is not currently available in Virtis/Opis. 10-3.1 COMPOSITE-FATIGUE 100.1591, 0.300, 0.300 1. Point of Interest : 100.1591 2. r/h (Bottom Rebar) : 0.300 3. r/h (Top Rebar) : 0.300 9-7.3 PRESTRESS-FATIGUE 100.1591, 18.0000 1. Point of Interest : 100.1591 2. Stress Range : 18.000 5-2.1 OUTPUT-INTERMEDIATE 100.1591, ON, ON 1. Point of Interest : 100.1591 2. Specification Checks : ON 3. Load Factoring/Combination : ON 3-1.1 COMMENT Point of Interest: (100.6364) = Span 1 - 84.0000 3-1.1 COMMENT The r/h data on the following command are BRASS defaults. 3-1.1 COMMENT This data is not currently available in Virtis/Opis. 10-3.1 COMPOSITE-FATIGUE 100.6364, 0.300, 0.300 1. Point of Interest : 100.6364 2. r/h (Bottom Rebar) : 0.300 3. r/h (Top Rebar) : 0.300 9-7.3 PRESTRESS-FATIGUE 100.6364, 18.0000 1. Point of Interest : 100.6364 2. Stress Range : 18.000 5-2.1 OUTPUT-INTERMEDIATE 100.6364, ON, ON 1. Point of Interest : 100.6364 2. Specification Checks : ON 3. Load Factoring/Combination : ON 3-1.1 COMMENT DC1 12-1.2 LOAD-DEAD-DESCR 1, DC, 1, DC1 1. Load Group Number : 1 2. Dead Load Type : DC 3. Stage : 1 4. Load Group Name : DC1 12-1.3 LOAD-DEAD-UNIFORM 1, 1, 0.000, 0.014583, 1320.000, 0.014583 1. Load Group Number : 1 2. Span Number : 1 3. Distance to Start of Load : 0.000 4. Magnitude of Load (Beginning) : 0.015 5. Distance to End of Load : 1320.000 6. Magnitude of Load (End) : 0.015 12-1.3 LOAD-DEAD-UNIFORM 1, 2, 0.000, 0.014583, 1320.000, 0.014583 1. Load Group Number : 1 2. Span Number : 2 3. Distance to Start of Load : 0.000 4. Magnitude of Load (Beginning) : 0.015 5. Distance to End of Load : 1320.000 6. Magnitude of Load (End) : 0.015 12-1.4 LOAD-DEAD-POINT 1, 1, 0.0000, 5.0630, 654.0000 1. Load Group Number : 1 2. Span Number : 1 3. Mag of Point Load (Horizontal): 0.000 4. Mag of Point Load (Vertical) : 5.063 5. Distance to Start of Load : 654.000 12-1.4 LOAD-DEAD-POINT 1, 2, 0.0000, 5.0600, 660.0000 1. Load Group Number : 1 2. Span Number : 2 3. Mag of Point Load (Horizontal): 0.000 4. Mag of Point Load (Vertical) : 5.060 5. Distance to Start of Load : 660.000 3-1.1 COMMENT Parapet: Type F Parapet 6-5.2 DECK-LOAD-LINE 1, 0.0541, 7.6115 1. Load Group Number : 1 2. Line Load : 0.054 3. Load Location : 7.611 3-1.1 COMMENT Parapet: Type F Parapet 6-5.2 DECK-LOAD-LINE 1, 0.0541, 656.8885 1. Load Group Number : 1 2. Line Load : 0.054 3. Load Location : 656.888 3-1.1 COMMENT DC2 12-1.2 LOAD-DEAD-DESCR 2, DC, 2, DC2 1. Load Group Number : 2 2. Dead Load Type : DC 3. Stage : 2 4. Load Group Name : DC2 12-1.3 LOAD-DEAD-UNIFORM 2, 1, 0.000, 0.018000, 1320.000, 0.018000 1. Load Group Number : 2 2. Span Number : 1 3. Distance to Start of Load : 0.000 4. Magnitude of Load (Beginning) : 0.018 5. Distance to End of Load : 1320.000 6. Magnitude of Load (End) : 0.018 12-1.3 LOAD-DEAD-UNIFORM 2, 2, 0.000, 0.018000, 1320.000, 0.018000 1. Load Group Number : 2 2. Span Number : 2 3. Distance to Start of Load : 0.000 4. Magnitude of Load (Beginning) : 0.018 5. Distance to End of Load : 1320.000 6. Magnitude of Load (End) : 0.018 12-3.2 LOAD-SETL-STAGE 1 1. Stage : 1 12-4.1 LOAD-LIVE-CONTROL B, N, 0.0000, , , 100.00, 100 1. Direction Control : B 2. Standard Live Loads : N 3. Pedestrian Load : 0.000 4. Blank Parameter : 5. Blank Parameter : 6. % of Dynamic Load Allowance : 100.000 7. Wheel Advance. Denominator : 100.000 12-4.2 LOAD-LIVE-DYNAMIC D, 33.000, 0.000, 15.000 1. Design/Rating Procedure : D 2. Dyn. Load Allow. (Truck) : 33.000 3. Dyn. Load Allow. (Lane) : 0.000 4. Dyn. Load Allow. (Fatigue) : 15.000 12-4.3 LOAD-LIVE-DEFINITION 1, DTK_HL-93_~1, DTK, D, 100.0000, 1.0000, CRIT, YES 1. Live Load Number : 1 2. Live Load Code : DTK_HL-93_~1 3. Live Load Type : DTK 4. Design/Rating Procedure : D 5. % of Dynamic Load Allow. : 100.000 6. Scale Factor : 1.000 7. Lanes Loaded : CRIT 8. Notional Load Control : YES 9. Dynamic Load Allowance : 10. Special Trk/Lane No. : 11. Variable Axle Spacing : 12-4.3 LOAD-LIVE-DEFINITION 2, DTM_HL-93_~2, DTM, D, 100.0000, 1.0000, CRIT, YES 1. Live Load Number : 2 2. Live Load Code : DTM_HL-93_~2 3. Live Load Type : DTM 4. Design/Rating Procedure : D 5. % of Dynamic Load Allow. : 100.000 6. Scale Factor : 1.000 7. Lanes Loaded : CRIT 8. Notional Load Control : YES 9. Dynamic Load Allowance : 10. Special Trk/Lane No. : 11. Variable Axle Spacing : 12-4.3 LOAD-LIVE-DEFINITION 3, TKT_HL-93_~3, TKT, D, 100.0000, 1.0000, CRIT, YES 1. Live Load Number : 3 2. Live Load Code : TKT_HL-93_~3 3. Live Load Type : TKT 4. Design/Rating Procedure : D 5. % of Dynamic Load Allow. : 100.000 6. Scale Factor : 1.000 7. Lanes Loaded : CRIT 8. Notional Load Control : YES 9. Dynamic Load Allowance : 10. Special Trk/Lane No. : 11. Variable Axle Spacing : 12-4.3 LOAD-LIVE-DEFINITION 4, DLN_HL-93_~5, DLN, D, 100.0000, 1.0000, CRIT, YES 1. Live Load Number : 4 2. Live Load Code : DLN_HL-93_~5 3. Live Load Type : DLN 4. Design/Rating Procedure : D 5. % of Dynamic Load Allow. : 100.000 6. Scale Factor : 1.000 7. Lanes Loaded : CRIT 8. Notional Load Control : YES 9. Dynamic Load Allowance : 10. Special Trk/Lane No. : 11. Variable Axle Spacing : 12-4.6 LOAD-LIVE-COMBO 1, 4 1. Live Load Number: Truck : 1 2. Live Load Number: Lane : 4 3. Combination Factor: Truck : 4. Combination Factor: Lane : 12-4.7 LOAD-LIVE-DEFLECTION 1, , 1.0, 1. Live Load Number: Truck : 1 2. Live Load Number: Lane : 3. Combination Factor: Truck : 1.000 4. Combination Factor: Lane : 5. Allowable Defl. Denom. : 6. Absolute Allowable Defl. : 12-4.7 LOAD-LIVE-DEFLECTION 1, 4, 0.25, 1.0 1. Live Load Number: Truck : 1 2. Live Load Number: Lane : 4 3. Combination Factor: Truck : 0.250 4. Combination Factor: Lane : 1.000 5. Allowable Defl. Denom. : 6. Absolute Allowable Defl. : 12-4.6 LOAD-LIVE-COMBO 2, 4 1. Live Load Number: Truck : 2 2. Live Load Number: Lane : 4 3. Combination Factor: Truck : 4. Combination Factor: Lane : 12-4.6 LOAD-LIVE-COMBO 3, 4 1. Live Load Number: Truck : 3 2. Live Load Number: Lane : 4 3. Combination Factor: Truck : 4. Combination Factor: Lane : 9-2.3 PS-BEAM-OVERHANG 1, 9.000, 9.000 1. Span Number : 1 2. Beam Overhang (Left) : 9.000 3. Beam Overhang (Right) : 9.000 3-1.1 COMMENT Strand Group 1: Prestress Properties #1 3-1.1 COMMENT + Strand Material: Prestressing Strands 9-3.1 STRAND-MATL-PRETEN 1, 0.153, LR, 270.000, 243.000, 28500.000, & 0.750, 0.700, 0.700, 30.000, 0.500 1. Strand Number : 1 2. Strand Area : 0.153 3. Strand Type : LR 4. fpu : 270.000 5. fpy : 243.000 6. Ep : 28500.000 7. Initial Stress Ratio : 0.750 8. Transfer Stress Ratio : 0.700 9. T.S.R.: Elastic Shorten : 0.700 10. Transfer Length : 30.000 11. Nominal Strand Diameter : 0.500 9-3.1.2 LOSS-AASHTO-PRETEN 1, 1.00000, 0.00, 20.00, 0.40, 0.20 1. Strand Number : 1 2. Transfer Time : 1.000 3. Blank Parameter : 4. Relax. Coef: Base : 20.000 5. Relax. Coef: Elas. Short. : 0.400 6. Relax. Coef: Shr. & Creep : 0.200 9-6.1 STRAND-GENERAL 1, 1, 1, 8, 1 1. Span Number : 1 2. Row Number : 1 3. Strand Number : 1 4. Number of Strands : 8 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 1, 70.000, N 1. Span Number : 1 2. Row Number : 1 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 1, 2, 1, 2, 1 1. Span Number : 1 2. Row Number : 2 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 2, 70.000, N 1. Span Number : 1 2. Row Number : 2 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 2, 2, 2, 129.000, 129.000 1. Span Number : 1 2. Beginning Row Number : 2 3. Last Row Number : 2 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 1, 3, 1, 2, 1 1. Span Number : 1 2. Row Number : 3 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 3, 70.000, N 1. Span Number : 1 2. Row Number : 3 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 3, 3, 2, 273.000, 273.000 1. Span Number : 1 2. Beginning Row Number : 3 3. Last Row Number : 3 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 1, 4, 1, 8, 1 1. Span Number : 1 2. Row Number : 4 3. Strand Number : 1 4. Number of Strands : 8 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 4, 68.000, N 1. Span Number : 1 2. Row Number : 4 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 1, 5, 1, 2, 1 1. Span Number : 1 2. Row Number : 5 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 5, 68.000, N 1. Span Number : 1 2. Row Number : 5 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 5, 5, 2, 129.000, 129.000 1. Span Number : 1 2. Beginning Row Number : 5 3. Last Row Number : 5 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 1, 6, 1, 2, 1 1. Span Number : 1 2. Row Number : 6 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 6, 68.000, N 1. Span Number : 1 2. Row Number : 6 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 6, 6, 2, 273.000, 273.000 1. Span Number : 1 2. Beginning Row Number : 6 3. Last Row Number : 6 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 1, 7, 1, 6, 1 1. Span Number : 1 2. Row Number : 7 3. Strand Number : 1 4. Number of Strands : 6 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 7, 66.000, N 1. Span Number : 1 2. Row Number : 7 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 1, 8, 1, 2, 1 1. Span Number : 1 2. Row Number : 8 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 8, 66.000, N 1. Span Number : 1 2. Row Number : 8 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 8, 8, 2, 129.000, 129.000 1. Span Number : 1 2. Beginning Row Number : 8 3. Last Row Number : 8 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 1, 9, 1, 2, 1 1. Span Number : 1 2. Row Number : 9 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 9, 66.000, N 1. Span Number : 1 2. Row Number : 9 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 1, 9, 9, 2, 273.000, 273.000 1. Span Number : 1 2. Beginning Row Number : 9 3. Last Row Number : 9 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 1, 10, 1, 6, 1 1. Span Number : 1 2. Row Number : 10 3. Strand Number : 1 4. Number of Strands : 6 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 10, 64.000, N 1. Span Number : 1 2. Row Number : 10 3. Distance to Centroid : 64.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 1, 11, 1, 4, 1 1. Span Number : 1 2. Row Number : 11 3. Strand Number : 1 4. Number of Strands : 4 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 1, 11, 62.000, N 1. Span Number : 1 2. Row Number : 11 3. Distance to Centroid : 62.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-2.3 PS-BEAM-OVERHANG 2, 9.000, 9.000 1. Span Number : 2 2. Beam Overhang (Left) : 9.000 3. Beam Overhang (Right) : 9.000 9-6.1 STRAND-GENERAL 2, 1, 1, 8, 1 1. Span Number : 2 2. Row Number : 1 3. Strand Number : 1 4. Number of Strands : 8 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 1, 70.000, N 1. Span Number : 2 2. Row Number : 1 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 2, 2, 1, 2, 1 1. Span Number : 2 2. Row Number : 2 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 2, 70.000, N 1. Span Number : 2 2. Row Number : 2 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 2, 2, 2, 129.000, 129.000 1. Span Number : 2 2. Beginning Row Number : 2 3. Last Row Number : 2 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 2, 3, 1, 2, 1 1. Span Number : 2 2. Row Number : 3 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 3, 70.000, N 1. Span Number : 2 2. Row Number : 3 3. Distance to Centroid : 70.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 3, 3, 2, 273.000, 273.000 1. Span Number : 2 2. Beginning Row Number : 3 3. Last Row Number : 3 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 2, 4, 1, 8, 1 1. Span Number : 2 2. Row Number : 4 3. Strand Number : 1 4. Number of Strands : 8 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 4, 68.000, N 1. Span Number : 2 2. Row Number : 4 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 2, 5, 1, 2, 1 1. Span Number : 2 2. Row Number : 5 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 5, 68.000, N 1. Span Number : 2 2. Row Number : 5 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 5, 5, 2, 129.000, 129.000 1. Span Number : 2 2. Beginning Row Number : 5 3. Last Row Number : 5 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 2, 6, 1, 2, 1 1. Span Number : 2 2. Row Number : 6 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 6, 68.000, N 1. Span Number : 2 2. Row Number : 6 3. Distance to Centroid : 68.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 6, 6, 2, 273.000, 273.000 1. Span Number : 2 2. Beginning Row Number : 6 3. Last Row Number : 6 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 2, 7, 1, 6, 1 1. Span Number : 2 2. Row Number : 7 3. Strand Number : 1 4. Number of Strands : 6 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 7, 66.000, N 1. Span Number : 2 2. Row Number : 7 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 2, 8, 1, 2, 1 1. Span Number : 2 2. Row Number : 8 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 8, 66.000, N 1. Span Number : 2 2. Row Number : 8 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 8, 8, 2, 129.000, 129.000 1. Span Number : 2 2. Beginning Row Number : 8 3. Last Row Number : 8 4. Number of Strands : 2 5. Debond Length (Left) : 129.000 6. Debond Length (Right) : 129.000 9-6.1 STRAND-GENERAL 2, 9, 1, 2, 1 1. Span Number : 2 2. Row Number : 9 3. Strand Number : 1 4. Number of Strands : 2 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 9, 66.000, N 1. Span Number : 2 2. Row Number : 9 3. Distance to Centroid : 66.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.7 STRAND-DEBOND 2, 9, 9, 2, 273.000, 273.000 1. Span Number : 2 2. Beginning Row Number : 9 3. Last Row Number : 9 4. Number of Strands : 2 5. Debond Length (Left) : 273.000 6. Debond Length (Right) : 273.000 9-6.1 STRAND-GENERAL 2, 10, 1, 6, 1 1. Span Number : 2 2. Row Number : 10 3. Strand Number : 1 4. Number of Strands : 6 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 10, 64.000, N 1. Span Number : 2 2. Row Number : 10 3. Distance to Centroid : 64.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-6.1 STRAND-GENERAL 2, 11, 1, 4, 1 1. Span Number : 2 2. Row Number : 11 3. Strand Number : 1 4. Number of Strands : 4 5. Stage Stressed : 1 9-6.2 STRAND-STRAIGHT 2, 11, 62.000, N 1. Span Number : 2 2. Row Number : 11 3. Distance to Centroid : 62.000 4. Continuity : N 5. Identical Rows : 0 6. Row Spacing : 0.000 9-2.1 PRESTRESS-CONTINUITY CA 1. Continuity : CA 9-2.2 PRESTRESS-TIME 21.00, 60.00, 60.00, 75.00, 75.00, , , , 1. Drying Time : 21.000 2. Time Continuous : 60.000 3. Time Composite : 60.000 4. Service Life : 75.000 5. Time of Analysis : 75.000 6. Time Load Group 1 : 7. Time Load Group 2 : 8. Time Load Group 3 : 9. Time Load Group 4 : 3-1.1 COMMENT User specified to ignore differential deck shrinkage! 9-10.1 PSLOAD-CREEP NO 1. Perform Creep Adjustments : NO 2. Creep Factor : 3.500 3. kf : 4. kc : 5. kh : 9-10.2 PSLOAD-CREEP-TIME , , , , 1. Time SDL (DC) : 2. Time SDL (DW) : 3. Time Temperature : 4. Time Settlement : 5. Time Shrinkage : 3-1.1 COMMENT The DIST-REACTION commands are generated from the 3-1.1 COMMENT distribution factor (DF) schedules. The reaction DF is 3-1.1 COMMENT taken as the average of the DFs from adjacent spans. For 3-1.1 COMMENT end supports, the DF is taken as the DF from the spans 3-1.1 COMMENT on which the support is located. 12-5.1 DIST-BEAM-SCHEDULE 1, D, 0.6670, 0.6670, 0.0000, 1320.0000 1. Span Number : 1 2. Action Code : D 3. mg(one-lane) : 0.667 4. mg(mult-lanes) : 0.667 5. Start Distance : 0.000 6. Range : 1320.000 12-5.1 DIST-BEAM-SCHEDULE 1, M, 0.7960, 0.7960, 0.0000, 1320.0000 1. Span Number : 1 2. Action Code : M 3. mg(one-lane) : 0.796 4. mg(mult-lanes) : 0.796 5. Start Distance : 0.000 6. Range : 1320.000 12-5.1 DIST-BEAM-SCHEDULE 1, V, 0.9730, 0.9730, 0.0000, 1320.0000 1. Span Number : 1 2. Action Code : V 3. mg(one-lane) : 0.973 4. mg(mult-lanes) : 0.973 5. Start Distance : 0.000 6. Range : 1320.000 12-5.2 DIST-REACTION 1, 0.9730, 0.7960, 0.6670, 0.9730, 0.7960, 0.6670 1. Support Number : 1 2. g(Shear-1) : 0.973 3. g(Moment-1) : 0.796 4. g(Deflection-1) : 0.667 5. g(Shear-M) : 0.973 6. g(Moment-M) : 0.796 7. g(Deflection-M) : 0.667 12-5.1 DIST-BEAM-SCHEDULE 2, D, 0.6670, 0.6670, 0.0000, 1320.0000 1. Span Number : 2 2. Action Code : D 3. mg(one-lane) : 0.667 4. mg(mult-lanes) : 0.667 5. Start Distance : 0.000 6. Range : 1320.000 12-5.1 DIST-BEAM-SCHEDULE 2, M, 0.7960, 0.7960, 0.0000, 1320.0000 1. Span Number : 2 2. Action Code : M 3. mg(one-lane) : 0.796 4. mg(mult-lanes) : 0.796 5. Start Distance : 0.000 6. Range : 1320.000 12-5.1 DIST-BEAM-SCHEDULE 2, V, 0.9730, 0.9730, 0.0000, 1320.0000 1. Span Number : 2 2. Action Code : V 3. mg(one-lane) : 0.973 4. mg(mult-lanes) : 0.973 5. Start Distance : 0.000 6. Range : 1320.000 12-5.2 DIST-REACTION 2, 0.9730, 0.7960, 0.6670, 0.9730, 0.7960, 0.6670 1. Support Number : 2 2. g(Shear-1) : 0.973 3. g(Moment-1) : 0.796 4. g(Deflection-1) : 0.667 5. g(Shear-M) : 0.973 6. g(Moment-M) : 0.796 7. g(Deflection-M) : 0.667 12-5.2 DIST-REACTION 3, 0.9730, 0.7960, 0.6670, 0.9730, 0.7960, 0.6670 1. Support Number : 3 2. g(Shear-1) : 0.973 3. g(Moment-1) : 0.796 4. g(Deflection-1) : 0.667 5. g(Shear-M) : 0.973 6. g(Moment-M) : 0.796 7. g(Deflection-M) : 0.667 3-1.1 COMMENT Using system default LRFD load factors. 13-1.1 FACTORS-LOAD-MOD ST, 1, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 1 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL ST, 1, 1.250, 0.900, 1.500, 0.650 1. Limit State : ST 2. Limit State Level : 1 3. gamma DC max : 1.250 4. gamma DC min : 0.900 5. gamma DW max : 1.500 6. gamma DW min : 0.650 13-1.3 FACTORS-LOAD-LL ST, 1, 1.750, 0.0, 0.0 1. Limit State : ST 2. Limit State Level : 1 3. gamma LL (Design) : 1.750 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS ST, 1, 1.200, 1.200, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 1 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS ST, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 1 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD ST, 2, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 2 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL ST, 2, 1.250, 0.900, 1.500, 0.650 1. Limit State : ST 2. Limit State Level : 2 3. gamma DC max : 1.250 4. gamma DC min : 0.900 5. gamma DW max : 1.500 6. gamma DW min : 0.650 13-1.3 FACTORS-LOAD-LL ST, 2, 1.350, 0.0, 0.0 1. Limit State : ST 2. Limit State Level : 2 3. gamma LL (Design) : 1.350 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS ST, 2, 1.200, 1.200, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 2 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS ST, 2, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 2 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD ST, 3, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 3 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL ST, 3, 1.250, 0.900, 1.500, 0.650 1. Limit State : ST 2. Limit State Level : 3 3. gamma DC max : 1.250 4. gamma DC min : 0.900 5. gamma DW max : 1.500 6. gamma DW min : 0.650 13-1.3 FACTORS-LOAD-LL ST, 3, 0.000, 0.0, 0.0 1. Limit State : ST 2. Limit State Level : 3 3. gamma LL (Design) : 0.000 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS ST, 3, 1.200, 1.200, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 3 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS ST, 3, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 3 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD ST, 4, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 4 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL ST, 4, 1.500, 1.500, 1.500, 0.650 1. Limit State : ST 2. Limit State Level : 4 3. gamma DC max : 1.500 4. gamma DC min : 1.500 5. gamma DW max : 1.500 6. gamma DW min : 0.650 13-1.3 FACTORS-LOAD-LL ST, 4, 0.000, 0.0, 0.0 1. Limit State : ST 2. Limit State Level : 4 3. gamma LL (Design) : 0.000 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS ST, 4, 1.200, 1.200, 0.000, 0.000 1. Limit State : ST 2. Limit State Level : 4 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 0.000 6. gamma SETL min : 0.000 13-1.5 FACTORS-LOAD-PS ST, 4, 1.000, 1.000, 1.000, 1.000 1. Limit State : ST 2. Limit State Level : 4 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD SE, 1, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 1 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL SE, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 1 3. gamma DC max : 1.000 4. gamma DC min : 1.000 5. gamma DW max : 1.000 6. gamma DW min : 1.000 13-1.3 FACTORS-LOAD-LL SE, 1, 1.000, 0.0, 0.0 1. Limit State : SE 2. Limit State Level : 1 3. gamma LL (Design) : 1.000 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS SE, 1, 1.200, 1.200, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 1 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS SE, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 1 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD SE, 2, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 2 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL SE, 2, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 2 3. gamma DC max : 1.000 4. gamma DC min : 1.000 5. gamma DW max : 1.000 6. gamma DW min : 1.000 13-1.3 FACTORS-LOAD-LL SE, 2, 1.300, 0.0, 0.0 1. Limit State : SE 2. Limit State Level : 2 3. gamma LL (Design) : 1.300 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS SE, 2, 1.200, 1.200, 0.000, 0.000 1. Limit State : SE 2. Limit State Level : 2 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 0.000 6. gamma SETL min : 0.000 13-1.5 FACTORS-LOAD-PS SE, 2, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 2 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD SE, 3, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 3 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL SE, 3, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 3 3. gamma DC max : 1.000 4. gamma DC min : 1.000 5. gamma DW max : 1.000 6. gamma DW min : 1.000 13-1.3 FACTORS-LOAD-LL SE, 3, 0.800, 0.0, 0.0 1. Limit State : SE 2. Limit State Level : 3 3. gamma LL (Design) : 0.800 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS SE, 3, 1.200, 1.200, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 3 3. gamma TEMP max : 1.200 4. gamma TEMP min : 1.200 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS SE, 3, 1.000, 1.000, 1.000, 1.000 1. Limit State : SE 2. Limit State Level : 3 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-1.1 FACTORS-LOAD-MOD FA, 1, 1.000, 1.000, 1.000, 1.000, 1.000 1. Limit State : FA 2. Limit State Level : 1 3. eta D : 1.000 4. eta R : 1.000 5. eta I : 1.000 6. eta (max) : 1.000 7. eta (min) : 1.000 13-1.2 FACTORS-LOAD-DL FA, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : FA 2. Limit State Level : 1 3. gamma DC max : 1.000 4. gamma DC min : 1.000 5. gamma DW max : 1.000 6. gamma DW min : 1.000 13-1.3 FACTORS-LOAD-LL FA, 1, 0.750, 0.0, 0.0 1. Limit State : FA 2. Limit State Level : 1 3. gamma LL (Design) : 0.750 4. gamma LL (Legal) : 0.000 5. gamma LL (Permit) : 0.000 13-1.4 FACTORS-LOAD-TS FA, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : FA 2. Limit State Level : 1 3. gamma TEMP max : 1.000 4. gamma TEMP min : 1.000 5. gamma SETL max : 1.000 6. gamma SETL min : 1.000 13-1.5 FACTORS-LOAD-PS FA, 1, 1.000, 1.000, 1.000, 1.000 1. Limit State : FA 2. Limit State Level : 1 3. gamma PS max : 1.000 4. gamma PS min : 1.000 5. gamma DS max : 1.000 6. gamma DS min : 1.000 13-2.3 FACTORS-RESIST-PS 1.000, 0.900, 0.900, 1.000 1. phi flexure : 1.000 2. phi shear : 0.900 3. phi flexure (R/C) : 0.900 4. phi fatigue : 1.000 End of Input File No. 1