Copy of SAP2000 Verification 1400

Verification Control

Page 1 of 187

SAP2000 Verification Problems Filename: #VALUE!Verif manual version: 14.00 Solver: Force StandardPath to Sap2000.exe: C:\Program Files\Computers and Structures\SAP2000 14\sap.exe Delete Files: NoPath to data files: C:\Program Files\Computers and Structures\SAP2000 14\verification 32 Bit: DefaultLast checked: Monday, Apr 9 2012, 1:59 PM Process: Default

Problem Title1 - Frame #VALUE! General Loading Yes No Not Checked1 - Frame #VALUE! Temperature Loading Yes No Not Checked1 - Frame #VALUE! Distributed and Concentrated Moments Yes No Not Checked1 - Frame #VALUE! Rotated Local Axes Yes No Not Checked1 - Frame #VALUE! Displacement Loading Yes No Not Checked1 - Frame #VALUE! Non-Prismatic Sections and Automatic Frame Subdivision Yes No Not Checked1 - Frame #VALUE! End Releases Yes No Not Checked1 - Frame #VALUE! Partial Fixity End Releases Yes No Not Checked1 - Frame #VALUE! Prestress Applied to Frame Objects Yes No Not Checked1 - Frame #VALUE! End Offsets Yes No Not Checked1 - Frame #VALUE! Insertion Point Yes No Not Checked1 - Frame #VALUE! No Tension and No Compression Frame Objects Yes No Not Checked1 - Frame #VALUE! Simply Supported Beam on Elastic Foundation Yes No Not Checked1 - Frame #VALUE! Eigenvalue Problem Yes No Not Checked1 - Frame #VALUE! Steady State Harmonic Loads Yes No Not Checked1 - Frame #VALUE! Tension Stiffening Using P-Delta Analysis Yes No Not Checked1 - Frame #VALUE! Vibration of a String Under Tension Yes No Not Checked1 - Frame #VALUE! Bending, Shear and Axial Deformations in a Rigid Frame Yes No Not Checked1 - Frame #VALUE! Buckling of a Rigid Frame Yes No Not Checked1 - Frame #VALUE! Response Spectrum Analysis of a Two-Dimensional Rigid Frame Yes No Not Checked1 - Frame #VALUE! Bathe and Wilson Eigenvalue Problem Yes No Not Checked1 - Frame #VALUE! Two-Dimensional Moment Frame with Static and Dynamic Loads Yes No Not Checked1 - Frame #VALUE! ASME Eigenvalue Problem Yes No Not Checked1 - Frame #VALUE! Response Spectrum Analysis of a Three-Dimensional Moment Frame Yes No Not Checked

Problem Class

Problem Number

Run This Problem

Check This Problem

Max % Diff From Version 14.00


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1 - Frame #VALUE! Response Spectrum Analysis of a Three-Dimensional Braced Frame Yes No Not Checked1 - Frame #VALUE! Moment and Shear Hinges Yes No Not Checked1 - Frame #VALUE! Construction Sequence Loading Yes No Not Checked1 - Frame #VALUE! Large Axial Displacements Yes No Not Checked1 - Frame #VALUE! Large Bending Displacements Yes No Not Checked1 - Frame Moving Loads Yes No Not Checked2 - Shell #VALUE! Patch Test With Prescribed Displacements Yes No Not Checked2 - Shell #VALUE! Straight Beam with Static Loads Yes No Not Checked2 - Shell #VALUE! Curved Beam with Static Loads Yes No Not Checked2 - Shell #VALUE! Twisted Beam with Static Loads Yes No Not Checked2 - Shell #VALUE! Rectangular Plate with Static Loads Yes No Not Checked2 - Shell #VALUE! Scordelis-Lo Roof with Static Loads Yes No Not Checked2 - Shell #VALUE! Hemispherical Shell Structure with Static Loads Yes No Not Checked2 - Shell #VALUE! Cantilever Plate Eigenvalue Problem Yes No Not Checked2 - Shell #VALUE! Plate on Elastic Foundation Yes No Not Checked2 - Shell #VALUE! Cylinder with Internal Pressure Yes No Not Checked2 - Shell #VALUE! ASME Cooling Tower Problem with Static Wind Pressure Yes No Not Checked2 - Shell #VALUE! Plate Bending when Shear Deformations Are Significant Yes No Not Checked2 - Shell #VALUE! Temperature Load that Is Constant Through Shell Thickness Yes No Not Checked2 - Shell #VALUE! Temperature Gradient Through Shell Thickness Yes No Not Checked2 - Shell #VALUE! Orthotropic Plate Yes No Not Checked2 - Shell #VALUE! Out-of-Plane Buckling Yes No Not Checked2 - Shell #VALUE! In-Plane Buckling Yes No Not Checked2 - Shell #VALUE! Large Axial Displacements Yes No Not Checked2 - Shell #VALUE! Large Bending Displacements Yes No Not Checked2 - Shell #VALUE! Prestress Applied to Area Objects Yes No Not Checked3 - Plane #VALUE! Patch Test With Prescribed Displacements Yes No Not Checked3 - Plane #VALUE! Straight Beam with Static Loads Yes No Not Checked3 - Plane #VALUE! Curved Beam with Static Loads Yes No Not Checked3 - Plane #VALUE! Thick Walled Cylinder Yes No Not Checked3 - Plane #VALUE! Pore Pressure Yes No Not Checked4 - Asolid #VALUE! Soil Supporting Uniformly Loaded Circular Footing Yes No Not Checked4 - Asolid #VALUE! Thick Walled Cylinder Yes No Not Checked4 - Asolid #VALUE! Rotating Annular Disk Yes No Not Checked4 - Asolid #VALUE! Pore Pressure Yes No Not Checked5 - Solid #VALUE! Patch Test With Prescribed Displacements Yes No Not Checked

1-030


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5 - Solid #VALUE! Straight Beam with Static Loads Yes No Not Checked5 - Solid #VALUE! Curved Beam with Static Loads Yes No Not Checked5 - Solid #VALUE! Twisted Beam with Static Loads Yes No Not Checked5 - Solid #VALUE! Rectangular Plate with Static Loads Yes No Not Checked5 - Solid #VALUE! Scordelis-Lo Roof with Static Loads Yes No Not Checked5 - Solid #VALUE! Hemispherical Dome Structure with Static Loads Yes No Not Checked5 - Solid #VALUE! Thick Walled Cylinder Yes No Not Checked5 - Solid #VALUE! Prestress Applied to Solid Objects Yes No Not Checked5 - Solid #VALUE! Buckling Yes No Not Checked5 - Solid #VALUE! Temperature Load Yes No Not Checked5 - Solid #VALUE! Plate on Elastic Foundation Yes No Not Checked5 - Solid #VALUE! Pore Pressure Yes No Not Checked6 - Link #VALUE! Linear Link with Ramp Loading Yes No Not Checked6 - Link #VALUE! Multi-linear Elastic Link Yes No Not Checked6 - Link #VALUE! Gap Element Yes No Not Checked6 - Link #VALUE! Hook Element Yes No Not Checked6 - Link #VALUE! Damper Element Under Harmonic Loading Yes No Not Checked6 - Link #VALUE! SUNY Buffalo Damper with Linear Velocity Exponent Yes No Not Checked6 - Link #VALUE! SUNY Buffalo Damper with Nonlinear Velocity Exponent Yes No Not Checked6 - Link #VALUE! Plastic Wen Link Yes No Not Checked6 - Link #VALUE! Plastic Kinematic Link Yes No Not Checked6 - Link #VALUE! SUNY Buffalo Eight-Story Building with Rubber Isolators Yes No Not Checked6 - Link #VALUE! SUNY Buffalo Seven-Story Building with Friction Pendulum Isolators Yes No Not Checked6 - Link #VALUE! Frequency Dependent Links Yes No Not Checked

7 - Cable Uniform and Temperature Loading Yes No Not Checked7 - Cable Uniform and Concentrated Loading Yes No Not Checked7 - Cable Prestressed Cable Net Yes No Not Checked

7-0017-0027-003


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User Switches (Overrides Cells E2 thru E5):

(Applies to analysis files only, not input or output files)

Version Level Time Checked CommentsYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYesYes Yes YesYes Yes YesYes Yes YesYesYes Yes YesYes Yes YesYes YesYes Yes YesYes Yes Yes

Additional Licenses

Applies to Advanced

Applies to Plus

Applies to Basic


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Yes Yes YesYesYes Requires Staged Construction licenseYesYesYes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes YesYes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYes Yes YesYesYesYesYesYes Yes YesYes YesYes YesYes YesYes YesYes YesYes YesYes YesYes YesYes YesYes Yes


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Yes YesYes YesYes YesYes YesYes YesYes YesYes YesYes YesYesYes YesYes YesYes YesYes YesYesYesYesYesYesYesYesYesYesYesYesYesYesYes

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-008c.sdb Analysis successful with 0 warnings (4/19/2009 10:07:54 PM) Data exported to Example 5-008c.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-008d.sdb Analysis successful with 0 warnings (4/19/2009 10:08:03 PM) Data exported to Example 5-008d.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-008e.sdb Analysis successful with 0 warnings (4/19/2009 10:08:13 PM) Data exported to Example 5-008e.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-008f.sdb Analysis successful with 0 warnings (4/19/2009 10:08:25 PM) Data exported to Example 5-008f.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-009a.sdb Analysis successful with 0 warnings (4/19/2009 10:08:42 PM) Data exported to Example 5-009a.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-009b.sdb Analysis successful with 0 warnings (4/19/2009 10:08:52 PM) Data exported to Example 5-009b.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-010.sdb Analysis successful with 0 warnings (4/19/2009 10:09:04 PM)

Data exported to Example 5-010.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-011.sdb Analysis successful with 0 warnings (4/19/2009 10:09:16 PM) Data exported to Example 5-011.mdb



C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-012c.sdb Analysis successful with 0 warnings (4/19/2009 10:14:46 PM) Data exported to Example 5-012c.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-012d.sdb Analysis successful with 0 warnings (4/19/2009 10:18:09 PM) Data exported to Example 5-012d.mdb














C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-011a.sdb Analysis successful with 0 warnings (4/20/2009 12:27:24 AM) Data exported to Example 6-011a.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-011b.sdb Analysis successful with 0 warnings (4/20/2009 1:42:42 AM) Data exported to Example 6-011b.mdb

C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-012.sdb Analysis successful with 0 warnings (4/20/2009 1:43:05 AM) Data exported to Example 6-012.mdb




Access Database File1-001 Example 1-001.mdb 1-002 Example 1-002a.mdb 1-002 Example 1-002b.mdb 1-003 Example 1-003.mdb 1-004 Example 1-004.mdb 1-005 Example 1-005a.mdb 1-005 Example 1-005b.mdb 1-005 Example 1-005c.mdb 1-005 Example 1-005d.mdb 1-005 Example 1-005e.mdb 1-005 Example 1-005f.mdb 1-006 Example 1-006a.mdb 1-006 Example 1-006b.mdb 1-007 Example 1-007a.mdb 1-007 Example 1-007b.mdb 1-007 Example 1-007c.mdb 1-008 Example 1-008.mdb 1-009 Example 1-009a.mdb 1-009 Example 1-009b.mdb 1-009 Example 1-009c.mdb 1-010 Example 1-010a.mdb 1-010 Example 1-010b.mdb 1-010 Example 1-010c.mdb 1-010 Example 1-010d.mdb 1-011 Example 1-011.mdb 1-012 Example 1-012a.mdb 1-012 Example 1-012b.mdb 1-012 Example 1-012c.mdb 1-013 Example 1-013a.mdb 1-013 Example 1-013b.mdb 1-013 Example 1-013c.mdb 1-014 Example 1-014a.mdb 1-014 Example 1-014b.mdb 1-014 Example 1-014c.mdb 1-014 Example 1-014d.mdb 1-014 Example 1-014e.mdb 1-014 Example 1-014f.mdb 1-014 Example 1-014g.mdb 1-015 Example 1-015.mdb 1-016 Example 1-016a.mdb 1-016 Example 1-016b.mdb 1-016 Example 1-016c.mdb 1-016 Example 1-016d.mdb 1-016 Example 1-016e.mdb 1-016 Example 1-016f.mdb 1-016 Example 1-016g.mdb 1-017 Example 1-017a.mdb 1-017 Example 1-017b.mdb

Problem Number

1-018 Example 1-018a.mdb 1-018 Example 1-018b.mdb 1-018 Example 1-018c.mdb 1-018 Example 1-018d.mdb 1-019 Example 1-019a.mdb 1-019 Example 1-019b.mdb 1-019 Example 1-019c.mdb 1-020 Example 1-020.mdb 1-021 Example 1-021.mdb 1-022 Example 1-022.mdb 1-023 Example 1-023.mdb 1-024 Example 1-024.mdb 1-025 Example 1-025.mdb 1-026 Example 1-026a.mdb 1-026 Example 1-026b.mdb 1-027 Example 1-027.mdb 1-028 Example 1-028.mdb 1-029 Example 1-029a.mdb 1-029 Example 1-029b.mdb 1-029 Example 1-029c.mdb 1-030 Example 1-030.mdb 2-001 Example 2-001-thick.mdb 2-001 Example 2-001-thin.mdb 2-002 Example 2-002a-thick.mdb 2-002 Example 2-002a-thin.mdb 2-002 Example 2-002b-thick.mdb 2-002 Example 2-002b-thin.mdb 2-002 Example 2-002c-thick.mdb 2-002 Example 2-002c-thin.mdb 2-002 Example 2-002d-thick.mdb 2-002 Example 2-002d-thin.mdb 2-002 Example 2-002e-thick.mdb 2-002 Example 2-002e-thin.mdb 2-002 Example 2-002f-thick.mdb 2-002 Example 2-002f-thin.mdb 2-002 Example 2-002g-thick.mdb 2-002 Example 2-002g-thin.mdb 2-003 Example 2-003a-thick.mdb 2-003 Example 2-003a-thin.mdb 2-003 Example 2-003b-thick.mdb 2-003 Example 2-003b-thin.mdb 2-003 Example 2-003c-thick.mdb 2-003 Example 2-003c-thin.mdb 2-003 Example 2-003d-thick.mdb 2-003 Example 2-003d-thin.mdb 2-004 Example 2-004-thick.mdb 2-004 Example 2-004-thin.mdb 2-005 Example 2-005a-thick.mdb 2-005 Example 2-005a-thin.mdb 2-005 Example 2-005b-thick.mdb

2-005 Example 2-005b-thin.mdb 2-005 Example 2-005c-thick.mdb 2-005 Example 2-005c-thin.mdb 2-005 Example 2-005d-thick.mdb 2-005 Example 2-005d-thin.mdb 2-005 Example 2-005e-thick.mdb 2-005 Example 2-005e-thin.mdb 2-005 Example 2-005f-thick.mdb 2-005 Example 2-005f-thin.mdb 2-005 Example 2-005g-thick.mdb 2-005 Example 2-005g-thin.mdb 2-005 Example 2-005h-thick.mdb 2-005 Example 2-005h-thin.mdb 2-005 Example 2-005i-thick.mdb 2-006 Example 2-006-thick.mdb 2-006 Example 2-006-thin.mdb 2-007 Example 2-007-thick.mdb 2-007 Example 2-007-thin.mdb 2-008 Example 2-008a-thick.mdb 2-008 Example 2-008a-thin.mdb 2-008 Example 2-008b-thick.mdb 2-008 Example 2-008b-thin.mdb 2-008 Example 2-008c-thick.mdb 2-008 Example 2-008c-thin.mdb 2-008 Example 2-008d-thick.mdb 2-009 Example 2-009a-thick.mdb 2-009 Example 2-009a-thin.mdb 2-009 Example 2-009b-thick.mdb 2-009 Example 2-009b-thin.mdb 2-010 Example 2-010a-thick.mdb 2-010 Example 2-010a-thin.mdb 2-010 Example 2-010b-thick.mdb 2-010 Example 2-010b-thin.mdb 2-011 Example 2-011-thick.mdb 2-011 Example 2-011-thin.mdb 2-012 Example 2-012a-thick.mdb 2-012 Example 2-012a-thin.mdb 2-012 Example 2-012b-thick.mdb 2-013 Example 2-013a-thick.mdb 2-013 Example 2-013a-thin.mdb 2-013 Example 2-013b-thick.mdb 2-013 Example 2-013b-thin.mdb 2-014 Example 2-014a-thick.mdb 2-014 Example 2-014a-thin.mdb 2-014 Example 2-014b-thick.mdb 2-014 Example 2-014b-thin.mdb 2-015 Example 2-015a-thick.mdb 2-015 Example 2-015a-thin.mdb 2-015 Example 2-015b-thick.mdb 2-015 Example 2-015b-thin.mdb

2-015 Example 2-015c-thick.mdb 2-015 Example 2-015d-thick.mdb 2-016 Example 2-016a-thick.mdb 2-016 Example 2-016a-thin.mdb 2-016 Example 2-016b-thick.mdb 2-016 Example 2-016b-thin.mdb 2-016 Example 2-016c-thick.mdb 2-016 Example 2-016c-thin.mdb 2-017 Example 2-017-thick.mdb 2-017 Example 2-017-thin.mdb 2-018 Example 2-018-thick.mdb 2-018 Example 2-018-thin.mdb 2-019 Example 2-019a-thick.mdb 2-019 Example 2-019a-thin.mdb 2-019 Example 2-019b-thick.mdb 2-019 Example 2-019b-thin.mdb 2-019 Example 2-019c-thick.mdb 2-019 Example 2-019c-thin.mdb 2-020 Example 2-020a-thick.mdb 2-020 Example 2-020a-thin.mdb 2-020 Example 2-020b-thick.mdb 2-020 Example 2-020b-thin.mdb 3-001 Example 3-001-incomp.mdb 3-001 Example 3-001-comp.mdb 3-002 Example 3-002a-incomp.mdb 3-002 Example 3-002a-comp.mdb 3-002 Example 3-002b-incomp.mdb 3-002 Example 3-002b-comp.mdb 3-002 Example 3-002c-incomp.mdb 3-002 Example 3-002c-comp.mdb 3-002 Example 3-002d-incomp.mdb 3-002 Example 3-002d-comp.mdb 3-002 Example 3-002e-incomp.mdb 3-002 Example 3-002e-comp.mdb 3-002 Example 3-002f-incomp.mdb 3-002 Example 3-002f-comp.mdb 3-002 Example 3-002g-incomp.mdb 3-003 Example 3-003a.mdb 3-003 Example 3-003b.mdb 3-004 Example 3-004a-strain.mdb 3-004 Example 3-004a-stress.mdb 3-004 Example 3-004b-strain.mdb 3-004 Example 3-004b-stress.mdb 3-004 Example 3-004c-strain.mdb 3-004 Example 3-004c-stress.mdb 3-004 Example 3-004d-strain.mdb 3-004 Example 3-004d-stress.mdb 3-004 Example 3-004e-strain.mdb 3-004 Example 3-004e-stress.mdb 3-004 Example 3-004f-strain.mdb

3-004 Example 3-004f-stress.mdb 3-005 Example 3-005.mdb 4-001 Example 4-001-incomp.mdb 4-001 Example 4-001-comp.mdb 4-002 Example 4-002a.mdb 4-002 Example 4-002b.mdb 4-002 Example 4-002c.mdb 4-002 Example 4-002d.mdb 4-002 Example 4-002e.mdb 4-002 Example 4-002f.mdb 4-003 Example 4-003.mdb 4-004 Example 4-004.mdb 5-001 Example 5-001-incomp.mdb 5-001 Example 5-001-comp.mdb 5-002 Example 5-002a1-incomp.mdb 5-002 Example 5-002a1-comp.mdb 5-002 Example 5-002a2-incomp.mdb 5-002 Example 5-002a2-comp.mdb 5-002 Example 5-002a3-incomp.mdb 5-002 Example 5-002a3-comp.mdb 5-002 Example 5-002b1-incomp.mdb 5-002 Example 5-002b1-comp.mdb 5-002 Example 5-002b2-incomp.mdb 5-002 Example 5-002b2-comp.mdb 5-002 Example 5-002b3-incomp.mdb 5-002 Example 5-002b3-comp.mdb 5-002 Example 5-002c1-incomp.mdb 5-002 Example 5-002c1-comp.mdb 5-002 Example 5-002c2-incomp.mdb 5-002 Example 5-002c2-comp.mdb 5-002 Example 5-002c3-incomp.mdb 5-002 Example 5-002c3-comp.mdb 5-003 Example 5-003a.mdb 5-003 Example 5-003b.mdb 5-003 Example 5-003c.mdb 5-004 Example 5-004.mdb 5-005 Example 5-005a.mdb 5-005 Example 5-005b.mdb 5-005 Example 5-005c.mdb 5-005 Example 5-005d.mdb 5-005 Example 5-005e.mdb 5-005 Example 5-005f.mdb 5-005 Example 5-005g.mdb 5-005 Example 5-005h.mdb 5-005 Example 5-005i.mdb 5-005 Example 5-005j.mdb 5-006 Example 5-006.mdb 5-007 Example 5-007a.mdb 5-007 Example 5-007b.mdb 5-008 Example 5-008a.mdb

5-008 Example 5-008b.mdb 5-008 Example 5-008c.mdb 5-008 Example 5-008d.mdb 5-008 Example 5-008e.mdb 5-008 Example 5-008f.mdb 5-009 Example 5-009a.mdb 5-009 Example 5-009b.mdb 5-010 Example 5-010.mdb 5-011 Example 5-011.mdb 5-012 Example 5-012a.mdb 5-012 Example 5-012b.mdb 5-012 Example 5-012c.mdb 5-012 Example 5-012d.mdb 5-013 Example 5-013.mdb 6-001 Example 6-001.mdb 6-002 Example 6-002.mdb 6-003 Example 6-003a.mdb 6-003 Example 6-003b.mdb 6-004 Example 6-004.mdb 6-005 Example 6-005a.mdb 6-005 Example 6-005b.mdb 6-006 Example 6-006.mdb 6-007 Example 6-007.mdb 6-008 Example 6-008.mdb 6-009 Example 6-009.mdb 6-010 Example 6-010.mdb 6-011 Example 6-011a.mdb 6-011 Example 6-011b.mdb 6-012 Example 6-012.mdb 7-001 Example 7-001.mdb 7-002 Example 7-002.mdb 7-003 Example 7-003.mdb

Example 1-001

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!

SAP2000 Independent1 Uz (jt. 3) (in) -0.02639 -0.02639 0.00% 5 0 Not Checked2 Uz (jt. 3) (in) 0.06296 0.06296 0.00% 5 0 Not Checked3 Uz (jt. 3) (in) 0.06296 0.06296 0.00% 5 0 Not Checked4 Uz (jt. 3) (in) -0.29630 -0.29630 0.00% 5 0 Not Checked5 Ux (jt. 2) (in) 0.31250 0.31250 0.00% 5 0 Not Checked6 Ux (jt. 2) (in) 0.11556 0.11556 0.00% 5 0 Not Checked7 Ux (jt. 2) (in) 0.00651 0.00651 0.00% 5 0 Not Checked

Load Case

Output Parameter

Percent Difference

SAP2000 Result

Number of Decimal Places

Result for Comparison

% Diff From Version 14.00

Example 1-002

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!MODEL A

Output Parameter SAP2000 Independent1 Ux (free end) (in) 0.00130 0.00130 0.00% 5 0 Not Checked2 Ux (free end) (in) 0.00065 0.00065 0.00% 5 0 Not Checked3 Uz (free end) (in) -0.00650 -0.00650 0.00% 5 0 Not Checked

MODEL B

Output Parameter SAP2000 Independent1 Fx (at prop) (kips) -22.62 -22.62 0.00% 2 0 Not Checked2 Fx (at prop) (kips) -11.31 -11.31 0.00% 2 0 Not Checked3 Fz (at prop) (kips) 2.545 2.545 0.00% 3 0 Not Checked

Load Case

Percent Difference

SAP2000 Result




Load Case

Percent Difference

SAP2000 Result




Example 1-003


SAP2000 Independent1 Mx(jt. 1) k-in -4.00 -4.00 0.00% 2 0 Not Checked1 Rx (jt. 3) rad. 0.02375 0.02375 0.00% 5 0 Not Checked1 Rx (jt. 5) rad. 0.02558 0.02558 0.00% 5 0 Not Checked2 Mx(jt. 1) k-in -5.75 -5.75 0.00% 2 0 Not Checked2 Rx (jt. 3) rad. 0.02421 0.02421 0.00% 5 0 Not Checked2 Rx (jt.5) rad. 0.02969 0.02969 0.00% 5 0 Not Checked

Load Case

Output Parameter

Percent Difference

SAP2000 Result




Example 1-004


SAP2000 Independent1 Uy (free end) in -0.01806 -0.01806 0.00% 5 0 Not Checked1 Uz (free end) in -0.03029 -0.03029 0.00% 5 0 Not Checked2 Uy (free end) in -0.03345 -0.03345 0.00% 5 0 Not Checked2 Uz (free end) in -0.0561 -0.0561 0.00% 5 0 Not Checked3 Uy (free end) in -0.08361 -0.08361 0.00% 5 0 Not Checked3 Uz (free end) in -0.14024 -0.14024 0.00% 5 0 Not Checked

Load Case

Output Parameter

Percent Difference

SAP2000 Result




Example 1-005

Results Published in the Current Verification Examples Results From Current Analyses

Model SAP2000 IndependentA. Support Settlement Fz (jt. 1) kip 6.293 6.293 0.00% 3 0A. Support Settlement My (jt. 1) kip-in -906.25 -906.25 0.00% 3 0B. Spring Support Settlement Fz (jt. 1) kip 1.115 1.115 0.00% 3 0B. Spring Support Settlement My (jt. 1) kip-in -160.492 -160.492 0.00% 3 0C. Support Rotation Fz (jt. 1) kip -18.125 -18.125 0.00% 3 0C. Support Rotation My (jt. 1) kip-in 2610 2610 0.00% 3 0D. Spring Support Rotation My (jt. 1 ) kip -473.469 -473.469 0.00% 3 0D. Spring Support Rotation Ry (jt. 4) rad. 0.00408 0.00408 0.00% 5 0E. Skewed Support Fz (jt. 1) kip 5.811 5.811 0.00% 3 0E. Skewed Support F3 (jt. 4) kip 5.236 5.236 0.00% 3 0F. Skewed Support Settlement Fz (jt. 1) kip 27.215 27.215 0.00% 3 0F. Skewed Support Settlement My (jt. 1) kip-in -3918.919 -3918.919 0.00% 3 0

Output Parameter

Percent Difference

SAP2000 Result



Example 1-005

#VALUE!

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 1-006

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!MODEL A

Output Parameter SAP2000 Independent1 My (fixed end)k-in -184.95 -184.95 0.00% 2 0 Not Checked2 Ux (free end) in 0.09087 0.09087 0.00% 5 0 Not Checked3 Uy (free end) in 0.4312 0.4312 0.00% 5 0 Not Checked4 Uz (free end) in -0.14335 -0.14335 0.00% 5 0 Not Checked5 Rx (free end) rad 0.07987 0.07987 0.00% 5 0 Not Checked6 Ry (free end) rad 0.03742 0.03742 0.00% 5 0 Not Checked7 Rz (free end) rad 0.07634 0.07634 0.00% 5 0 Not Checked

MODEL B

Output Parameter SAP2000 Independent1 My (fixed end)k-in -184.95 -184.95 0.00% 2 0 Not Checked2 Ux (free end) in 0.09087 0.09087 0.00% 5 0 Not Checked3 Uy (free end) in 0.4312 0.4312 0.00% 5 0 Not Checked4 Uz (free end) in -0.14335 -0.14335 0.00% 5 0 Not Checked5 Rx (free end) rad 0.07987 0.07987 0.00% 5 0 Not Checked6 Ry (free end) rad 0.03742 0.03742 0.00% 5 0 Not Checked7 Rz (free end) rad 0.07634 0.07634 0.00% 5 0 Not Checked

Load Case

Percent Difference

SAP2000 Result




Load Case

Percent Difference

SAP2000 Result




Example 1-007


Model Output Parameter SAP2000 IndependentA Fz (fixed support) k 0 0 0.00% 2 0 Not CheckedA My (fixed support) k-ft 50 50 0.00% 2 0 Not CheckedB Fz (fixed support) k 0 0 0.00% 2 0 Not CheckedB My (fixed support) k-ft 50 50 0.00% 2 0 Not CheckedC Fz (fixed support) k 5 5 0.00% 2 0 Not CheckedC My (fixed support) k-ft 0 0 0.00% 2 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-008


Load Output Parameter SAP2000 Independent1 Uz (cantilever tip) in -0.8036 -0.8036 0.00% 4 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-009


Model SAP2000 IndependentA - By Loads Uz (center) in 0.17028 0.16564 2.8% 5 0 Not Checked

B - Elems (60") Uz (center) in 0.16041 0.16564 -3.2% 5 0 Not CheckedC - Elems (12") Uz (center) in 0.16484 0.16564 -0.5% 5 0 Not CheckedA - By Loads My (center) kip-in -2,061.5 -2,004.3 2.9% 1 0 Not Checked

B - Elems (60") My (center) kip-in -2,013.9 -2,004.3 0.5% 1 0 Not CheckedC - Elems (12") My (center) kip-in -2,001.7 -2,004.3 -0.1% 1 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Example 1-010


SAP2000 IndependentModel A - N.A. Uz (free end) in -0.39951 -0.39951 0.00% 5 0 Not CheckedModel B - 0.0 Uz (free end) in -0.39951 -0.39951 0.00% 5 0 Not CheckedModel C - 0.5 Uz (free end) in -0.37523 -0.37523 0.00% 5 0 Not CheckedModel D - 1.0 Uz (free end) in -0.35197 -0.35197 0.00% 5 0 Not Checked

Model and Rigid Zone Factor

Output Parameter

Percent Difference

SAP2000 Result




Example 1-010

#VALUE!

Example 1-011


Output Parameter SAP2000 Independent1 My (fixed end) k-in 0.00 0.00 0.00% 2 0 Not Checked1 Mz (fixed end) k-in 0 0 0.00% 2 0 Not Checked1 M3 (beam max) k-in -210 -210 0.00% 2 0 Not Checked1 M2 (beam max) k-in -60 -60 0.00% 2 0 Not Checked2 My (fixed end) k-in 210 210 0.00% 2 0 Not Checked2 Mz (fixed end) k-in 60 60 0.00% 2 0 Not Checked2 M3 (beam max) k-in 0 0 0.00% 2 0 Not Checked2 M2 (beam max) k-in 0 0 0.00% 2 0 Not Checked

Load Case

Percent Difference

SAP2000 Result




Example 1-012


Model SAP2000 IndependentA Ux (jt 2) in 0.10677 0.10677 0.00% 5 0 Not CheckedA Fx (jt 1) kip -44.224 -44.224 0.00% 3 0 Not CheckedA Fz (jt 1) kip -100 -100 0.00% 3 0 Not CheckedA Fx (jt 3) kip -55.776 -55.776 0.00% 3 0 Not CheckedA Fz (jt 3) kip 100 100 0.00% 3 0 Not CheckedB Ux (jt 2) in 0.24142 0.24142 0.00% 5 0 Not CheckedB Fx (jt 1) kip -100 -100 0.00% 3 0 Not CheckedB Fz (jt 1) kip -100 -100 0.00% 3 0 Not CheckedB Fx (jt 3) kip 0 0 0.00% 3 0 Not CheckedB Fz (jt 3) kip 100 100 0.00% 3 0 Not CheckedC Ux (jt 2) in 0.19142 0.19142 0.00% 5 0 Not CheckedC Fx (jt 1) kip 0 0 0.00% 3 0 Not CheckedC Fz (jt 1) kip -100 -100 0.00% 3 0 Not CheckedC Fx (jt 3) kip -100 -100 0.00% 3 0 Not CheckedC Fz (jt 3) kip 100 100 0.00% 3 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Example 1-013


SAP2000 IndependentA - 1 elem Uz (jt 2) in -0.08854 -0.08933 -0.88% 5 0 Not CheckedA - 1 elem My (jt 2) k-in 16,524 17,698 -6.63% 0 0 Not CheckedB - 4 elems Uz (jt 2) in -0.08933 -0.08933 0.00% 5 0 Not CheckedB - 4 elems My (jt 2) k-in 17,634 17,698 -0.36% 0 0 Not Checked

C - 100 elems Uz (jt 2) in -0.08933 -0.08933 0.00% 5 0 Not CheckedC - 100 elems My (jt 2) k-in 17,698 17,698 0.00% 0 0 Not Checked

Model and Num Elems.

Output Parameter

Percent Difference

SAP2000 Result




Example 1-014


Output Parameter SAP2000 IndependentA - 1 elem 0.054547 0.038005 43.53% 6 0 Not CheckedB - 2 elems 0.042333 0.038005 11.39% 6 0 Not CheckedC - 4 elems 0.03909 0.038005 2.85% 6 0 Not CheckedD - 6 elems 0.038485 0.038005 1.26% 6 0 Not CheckedE - 8 elems 0.038273 0.038005 0.71% 6 0 Not CheckedF - 10 elems 0.038175 0.038005 0.45% 6 0 Not CheckedG - 96 elems 0.038003 0.038005 -0.01% 6 0 Not Checked

A - 1 elem 0.036364 0.025337 43.52% 6 0 Not CheckedB - 2 elems 0.028222 0.025337 11.39% 6 0 Not CheckedC - 4 elems 0.02606 0.025337 2.85% 6 0 Not CheckedD - 6 elems 0.025657 0.025337 1.26% 6 0 Not CheckedE - 8 elems 0.025516 0.025337 0.71% 6 0 Not CheckedF - 10 elems 0.02545 0.025337 0.45% 6 0 Not CheckedG - 96 elems 0.025335 0.025337 -0.01% 6 0 Not Checked

A - 1 elem N.A. 0.006064 N.A. N.A. N.A. N.A.B - 2 elems 0.008218 0.006064 35.52% 6 0 Not CheckedC - 4 elems 0.006651 0.006064 9.68% 6 0 Not CheckedD - 6 elems 0.00633 0.006064 4.39% 6 0 Not CheckedE - 8 elems 0.006214 0.006064 2.47% 6 0 Not CheckedF - 10 elems 0.00616 0.006064 1.58% 6 0 Not CheckedG - 96 elems 0.006065 0.006064 0.02% 6 0 Not Checked

A - 1 elem N.A. 0.004043 N.A. N.A. N.A. N.A.B - 2 elems 0.005479 0.004043 35.52% 6 0 Not CheckedC - 4 elems 0.004434 0.004043 9.67% 6 0 Not CheckedD - 6 elems 0.00422 0.004043 4.38% 6 0 Not CheckedE - 8 elems 0.004143 0.004043 2.47% 6 0 Not CheckedF - 10 elems 0.004107 0.004043 1.58% 6 0 Not CheckedG - 96 elems 0.004043 0.004043 0.00% 6 0 Not Checked

A - 1 elem N.A. 0.002165 N.A. N.A. N.A. N.A.B - 2 elems N.A. 0.002165 N.A. N.A. N.A. N.A.C - 4 elems 0.002511 0.002165 15.98% 6 0 Not CheckedD - 6 elems 0.002321 0.002165 7.21% 6 0 Not CheckedE - 8 elems 0.002254 0.002165 4.11% 6 0 Not CheckedF - 10 elems 0.002222 0.002165 2.63% 6 0 Not CheckedG - 96 elems 0.002166 0.002165 0.05% 6 0 Not Checked


Percent Difference

SAP2000 Result




Period for Mode 1 which is the first

mode for bending about the Z axis,

seconds

Period for Mode 2 which is the first

mode for bending about the Y axis,

seconds

Period for Mode 3 which is the

second mode for bending about the Z axis, seconds

Period for Mode 4 which is the

second mode for bending about the Y axis, seconds

Period for Mode 5 which is the third mode for bending about the Z axis,

seconds

Example 1-015


Analysis Case SAP2000 Independent

Uz (jt 2) in 0.0544 0.0541 0.55% 4 0 Not Checked

Uz (jt 2) in 0.0544 0.0541 0.55% 4 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




SS1 - Undamped steady state

MHIST1 - Periodic time history using 5 modes

Example 1-015

#VALUE!

Example 1-016


Output Parameter SAP2000 IndependentA - 1 elem Uz (midpt) in -1.04167 -1.04167 0.00% 5 0 Not CheckedA - 1 elem My (midpt) k-in 22.5 22.5 0.00% 3 0 Not CheckedB - 1 elem Uz (midpt) in -0.54555 -0.5433 0.41% 5 0 Not CheckedB - 1 elem My (midpt) k-in 11.453 11.498 -0.39% 3 0 Not CheckedC - 2 elems Uz (midpt) in -0.54343 -0.5433 0.02% 5 0 Not CheckedC - 2 elems My (midpt) k-in 11.495 11.498 -0.03% 3 0 Not Checked

D - 16 elems Uz (midpt) in -0.5433 -0.5433 0.00% 5 0 Not CheckedD - 16 elems My (midpt) k-in 11.498 11.498 0.00% 3 0 Not CheckedE - 1 elem Uz (midpt) in -0.54555 -0.5433 0.41% 5 0 Not CheckedE - 1 elem My (midpt) k-in 11.453 11.498 -0.39% 3 0 Not CheckedF - 2 elems Uz (midpt) in -0.54343 -0.5433 0.02% 5 0 Not CheckedF - 2 elems My (midpt) k-in 11.495 11.498 -0.03% 3 0 Not CheckedG - 4 elems Uz (midpt) in -0.5433 -0.5433 0.00% 5 0 Not CheckedG - 4 elems My (midpt) k-in 11.498 11.498 0.00% 3 0 Not Checked

Note:


Percent Difference

SAP2000 Result




Model A has no tension stiffening.Models B, C and D have tension stiffeningusing the P-Delta force method.Models E, F and G have tension stiffening using a nonlinear static analysis case with its P-Delta option activated.

Example 1-017


SAP2000 IndependentA - 10 elems f1 Hz 74.579 74.586 -0.01% 3 0 Not CheckedA - 10 elems f2 Hz 148.93 149.17 -0.16% 2 0 Not CheckedA - 10 elems f3 Hz 222.06 223.76 -0.76% 2 0 Not Checked

B - 100 elems f1 Hz 74.587 74.586 0.00% 3 0 Not CheckedB - 100 elems f2 Hz 149.18 149.17 0.01% 2 0 Not CheckedB - 100 elems f3 Hz 223.8 223.76 0.02% 2 0 Not Checked


Output Parameter

Percent Difference

SAP2000 Result




Example 1-018


Model SAP2000 IndependentA Uz (jt 5) in -2.77076 -2.77076 0.00% 5 0 Not CheckedB Uz (jt 5) in -2.72361 -2.72361 0.00% 5 0 Not CheckedC Uz (jt 5) in -0.03954 -0.03954 0.00% 5 0 Not CheckedD Uz (jt 5) in -0.0076 -0.0076 0.00% 5 0 Not Checked

Note:

Output Parameter

Percent Difference

SAP2000 Result




Model A has bending, shear and axial deformations.Models B has bending deformations only.Models C has shear deformations only.Models D has axial deformations only.

Example 1-019


Output Parameter SAP2000 IndependentA - 1 elem Buckling Load (kips) 280.98 280.19 0.28% 2 0 Not CheckedB - 2 elems Buckling Load (kips) 280.24 280.19 0.02% 2 0 Not CheckedC - 4 elems Buckling Load (kips) 280.19 280.19 0.00% 2 0 Not Checked


Percent Difference

SAP2000 Result




Example 1-019

#VALUE!

Example 1-020


Analysis Case Output Parameter SAP2000 IndependentMODAL Mode 1 period (sec) 1.562 1.562 0.00% 3 0 Not CheckedMODAL Mode 2 period (sec) 0.5868 0.5868 0.00% 4 0 Not CheckedSPEC1 Ux (jt. 2) in 7.576 7.566 0.13% 3 0 Not CheckedSPEC1 Ux (jt. 3) in 18.84 18.81 0.16% 2 0 Not Checked

SPEC1 12,636 12,624 0.10% 0 0 Not Checked

SPEC1 6793 6792 0.01% 0 0 Not Checked

SPEC1 6023 6024 -0.02% 0 0 Not Checked

SPEC1 5222 5220 0.04% 0 0 Not Checked

SPEC1 9810 9792 0.18% 0 0 Not Checked

SPEC1 9810 9792 0.18% 0 0 Not Checked

SPEC1 5222 5220 0.04% 0 0 Not Checked

SPEC1 5222 5220 0.04% 0 0 Not Checked

Percent Difference

SAP2000 Result




First story column Element 1, Joint 1

M3 (k-in)First story column

Element 1, Joint 2 M3 (k-in)

Second story column Element 2, Joint 2

M3 (k-in)Second story column Element 2, Joint 3

M3 (k-in)First story beam

Element 5, Joint 2 M3 (k-in)

First story beam Element 6, Joint 5

M3 (k-in)Second story beam Element 7, Joint 3

M3 (k-in)Second story beam Element 8, Joint 6

M3 (k-in)

Example 1-020

#VALUE!

Example 1-021

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Comparison with Bathe and Wilson 1972

Mode Output Parameter SAP2000 Independent1 Eigenvalue 0.589541 0.589541 0.0000% 6 0 Not Checked2 Eigenvalue 5.52696 5.52695 0.0002% 5 0 Not Checked3 Eigenvalue 16.5879 16.5878 0.0006% 4 0 Not Checked

Comparison with Peterson 1981

Output Parameter SAP2000 Independent1 Eigenvalue 0.589541 0.589541 0.0000% 6 0 Not Checked2 Eigenvalue 5.52696 5.52696 0.0000% 5 0 Not Checked3 Eigenvalue 16.5879 16.5879 0.0000% 4 0 Not Checked

Percent Difference

SAP2000 Result




Load Case

Percent Difference

SAP2000 Result




Example 1-022


Analysis Case Output Parameter SAP2000 IndependentMODAL Mode 1 period (sec) 1.2732 1.2732 0.00% 4 0 Not CheckedMODAL Mode 2 period (sec) 0.4313 0.4313 0.00% 4 0 Not CheckedMODAL Mode 3 period (sec) 0.242 0.242 0.00% 4 0 Not CheckedMODAL Mode 4 period (sec) 0.1602 0.1602 0.00% 4 0 Not CheckedMODAL Mode 5 period (sec) 0.119 0.119 0.00% 4 0 Not CheckedMODAL Mode 6 period (sec) 0.0951 0.0951 0.00% 4 0 Not CheckedMODAL Mode 7 period (sec) 0.0795 0.0795 0.00% 4 0 Not Checked

LAT Ux at joint 22 (in) 1.45076 1.45076 0.00% 5 0 Not CheckedLAT P in frame 1 (kip) 69.99 69.99 0.00% 2 0 Not CheckedLAT My in frame 1 at jt 1 (kip-in) 2324.68 2324.68 0.00% 2 0 Not Checked

SPECSRSS Ux at joint 22 (in) 5.436 5.438 -0.04% 3 0 Not CheckedSPECSRSS P in frame 1 (kip) 261.7 261.8 -0.04% 1 0 Not CheckedSPECSRSS My in frame 1 at jt 1 (kip-in) 9864 9868 -0.04% 0 0 Not CheckedSPECCQC Ux at joint 22 (in) 5.431 5.438 -0.13% 3 0 Not CheckedSPECCQC P in frame 1 (kip) 261.5 261.8 -0.11% 1 0 Not CheckedSPECCQC My in frame 1 at jt 1 (kip-in) 9916 9868 0.49% 0 0 Not Checked

MHIST1 Ux at joint 22 (in) 5.486 5.46 0.48% 3 0 Not CheckedMHIST1 P in frame 1 (kip) 263 258 1.94% 1 0 Not CheckedMHIST1 My in frame 1 at jt 1 (kip-in) 9104 8740 4.16% 0 0 Not CheckedDHIST1 Ux at joint 22 (in) 5.485 5.46 0.46% 3 0 Not CheckedDHIST1 P in frame 1 (kip) 263.2 258 2.02% 1 0 Not CheckedDHIST1 My in frame 1 at jt 1 (kip-in) 9183 8740 5.07% 0 0 Not CheckedMHIST2 Ux at joint 22 (in) 5.499 None N.A. 3 0 Not CheckedMHIST2 P in frame 1 (kip) 264 None N.A. 1 0 Not CheckedMHIST2 My in frame 1 at jt 1 (kip-in) 9200 None N.A. 0 0 Not CheckedDHIST2 Ux at joint 22 (in) 5.499 None N.A. 3 0 Not CheckedDHIST2 P in frame 1 (kip) 264 None N.A. 1 0 Not CheckedDHIST2 My in frame 1 at jt 1 (kip-in) 9200 None N.A. 0 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-022

#VALUE!

Example 1-023


Mode Output Parameter SAP2000 Independent1 Frequency 112 112 0.00% 0 0 Not Checked2 Frequency 117 116 0.86% 0 0 Not Checked3 Frequency 138 138 0.00% 0 0 Not Checked4 Frequency 218 218 0.00% 0 0 Not Checked5 Frequency 415 404 2.72% 0 0 Not Checked6 Frequency 434 423 2.60% 0 0 Not Checked7 Frequency 463 452 2.43% 0 0 Not Checked8 Frequency 561 554 1.26% 0 0 Not Checked9 Frequency 752 736 2.17% 0 0 Not Checked

10 Frequency 777 762 1.97% 0 0 Not Checked11 Frequency 873 853 2.34% 0 0 Not Checked12 Frequency 914 894 2.24% 0 0 Not Checked13 Frequency 915 910 0.55% 0 0 Not Checked14 Frequency 934 917 1.85% 0 0 Not Checked15 Frequency 955 940 1.60% 0 0 Not Checked16 Frequency 980 960 2.08% 0 0 Not Checked17 Frequency 988 971 1.75% 0 0 Not Checked18 Frequency 991 977 1.43% 0 0 Not Checked19 Frequency 1002 1012 -0.99% 0 0 Not Checked20 Frequency 1032 1028 0.39% 0 0 Not Checked21 Frequency 1090 1124 -3.02% 0 0 Not Checked22 Frequency 1151 1135 1.41% 0 0 Not Checked23 Frequency 1177 1164 1.12% 0 0 Not Checked24 Frequency 1229 1217 0.99% 0 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-023

#VALUE!

Example 1-024


Analysis Case Output Parameter SAP2000 IndependentMODAL Mode 1 period, sec 0.2271 0.2271 0.00% 4 0 Not CheckedMODAL Mode 2 period, sec 0.2156 0.2156 0.00% 4 0 Not CheckedMODAL Mode 3 period, sec 0.0733 0.0733 0.00% 4 0 Not CheckedMODAL Mode 4 period, sec 0.072 0.072 0.00% 4 0 Not CheckedRS-CQC Ux (jt 29) ft 0.02014 0.02014 0.00% 5 0 Not CheckedRS-SRSS Ux (jt 29) ft 0.02012 0.02012 0.00% 5 0 Not CheckedRS-ABS Ux (jt 29) ft 0.0205 0.0205 0.00% 5 0 Not Checked

RS-10PCT Ux (jt 29) ft 0.02016 0.02016 0.00% 5 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-024

#VALUE!

Example 1-025


Analysis Case Output Parameter SAP2000 IndependentMODAL Mode 1 frequency Hz 3.0592 3.0592 0.00% 4 0 Not CheckedMODAL Mode 2 frequency Hz 3.1188 3.1188 0.00% 4 0 Not CheckedRS-CQC Ux (jt 51) in 1.0329 1.0329 0.00% 4 0 Not CheckedRS-SRSS Ux (jt 51) in 0.7372 0.7372 0.00% 4 0 Not CheckedRS-ABS Ux (jt 51) in 1.0423 1.0423 0.00% 4 0 Not CheckedRS-CQC Uy (jt 51) in 0.1414 0.1414 0.00% 4 0 Not CheckedRS-SRSS Uy (jt 51) in 0.7372 0.7372 0.00% 4 0 Not CheckedRS-ABS Uy (jt 51) in 1.0423 1.0423 0.00% 4 0 Not CheckedRS-CQC Rz (jt 51) rad 0.000252 0.000252 0.00% 6 0 Not CheckedRS-SRSS Rz (jt 51) rad 0.000252 0.000252 0.00% 6 0 Not CheckedRS-ABS Rz (jt 51) rad 0.000252 0.000252 0.00% 6 0 Not CheckedRS-CQC P in frame 1 (kip) 279.48 279.48 0.00% 2 0 Not CheckedRS-SRSS P in frame 1 (kip) 200.55 200.55 0.00% 2 0 Not CheckedRS-ABS P in frame 1 (kip) 281.99 281.99 0.00% 2 0 Not CheckedRS-CQC P in frame 4 (kip) 194.5 194.5 0.00% 2 0 Not CheckedRS-SRSS P in frame 4 (kip) 139.57 139.57 0.00% 2 0 Not CheckedRS-ABS P in frame 4 (kip) 196.25 196.25 0.00% 2 0 Not CheckedRS-CQC P in frame 6 (kip) 120.52 120.52 0.00% 2 0 Not CheckedRS-SRSS P in frame 6 (kip) 86.48 86.48 0.00% 2 0 Not CheckedRS-ABS P in frame 6 (kip) 121.61 121.61 0.00% 2 0 Not Checked

Percent Difference

SAP2000 Result




Example 1-025

#VALUE!

Example 1-026

Results Published in the Current Verification Examples Results From Current AnalysesModel A

Output Parameter SAP2000 Independent

Force P (free end) kips 60 60 0.00% 0 0 Not Checked

Uz (free end) in 0.0185 0.0185 0.00% 4 0 Not Checked

Ry (free end) rad -0.0008 -0.0008 0.00% 4 0 Not Checked







Model B






Analysis Case and Point/Step

Percent Difference

SAP2000 Result




NLSTAT1 (Pt 1, Step 1)NLSTAT1

(Pt 1, Step 1)NLSTAT1







(Pt 2, Step 7)

Analysis Case and Point/Step

Percent Difference

SAP2000 Result



% Diff From Version End

ReleasesNLSTAT1




(Pt 2, Step 6)

Example 1-026






NLSTAT1 (Pt 2, Step 6)NLSTAT1




(Pt 2, Step 7)

Example 1-026

#VALUE!

Example 1-027



Uz (jt 2) in -0.42404 -0.42404 0.00% 5 0 Not Checked

Fz (jt 1) kips 100 100 0.00% 3 0 Not Checked


Fz (jt 1) kips 102.859 102.859 0.00% 3 0 Not Checked


Fz (jt 1) kips 125 125 0.00% 3 0 Not Checked

Analysis Case and

StagePercent

DifferenceSAP2000

ResultNumber of

Decimal PlacesResult for

Comparison% Diff From

Version 14.00NLSTAT1

(Stage 1)NLSTAT1

(Stage 1)NLSTAT1

(Stage 2)NLSTAT1

(Stage 2)NLSTAT1

(Stage 3)NLSTAT1

(Stage 3)

Example 1-028


SAP2000 IndependentNLSTAT1 Fz (jt 1) kip 3,497 3,497 0.00% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 1-029


Output Parameter SAP2000 IndependentA - 4 elems Ux (jt 2) in 65.328 63.662 2.62% 3 0 Not CheckedA - 4 elems Uz (jt 2) in -100 -100 0.00% 3 0 Not CheckedA - 4 elems Moment k-in 10295 10295 0.00% 0 0 Not Checked

B - 16 elems Ux (jt 2) in 63.764 63.662 0.16% 3 0 Not CheckedB - 16 elems Uz (jt 2) in -100 -100 0.00% 3 0 Not CheckedB - 16 elems Moment k-in 10295 10295 0.00% 0 0 Not CheckedC - 64 elems Ux (jt 2) in 63.668 63.662 0.01% 3 0 Not CheckedC - 64 elems Uz (jt 2) in -100 -100 0.00% 3 0 Not CheckedC - 64 elems Moment k-in 10295 10295 0.00% 0 0 Not Checked


Percent Difference

SAP2000 Result




Example 1-029

#VALUE!

Example 1-030


Analysis Case Output Parameter SAP2000 IndependentMOVEINF Max Moment k-ft 345.6 346 -0.1% 1 0 Not CheckedMOVEINF Max Reaction kips 38.789 38.8 0.0% 3 0 Not CheckedMOVEMS Max Moment k-ft 345.5 346 -0.1% 1 0 Not CheckedMOVEMS Max Reaction kips 37.192 37.2 0.0% 3 0 Not Checked

Percent Difference

SAP2000 Result

Number of

Decimal Places



Example 1-030

#VALUE!

Example 2-001

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin Plate Option

Output Parameter SAP2000 IndependentMembrane sxx lb/in2 1333 1333 0.00% 0 0 Not CheckedMembrane syy lb/in2 1333 1333 0.00% 0 0 Not CheckedMembrane sxy lb/in2 400 400 0.00% 0 0 Not Checked

PlBend Mxx lb-in/in 1.111E-07 1.11E-07 0.00% 10 0 Not CheckedPlBend Myy lb-in/in 1.111E-07 1.11E-07 0.00% 10 0 Not CheckedPlBend Mxy lb-in/in 3.333E-08 3.33E-08 0.00% 11 0 Not Checked

Thick Plate Option

Output Parameter SAP2000 IndependentMembrane sxx lb/in2 1333 1333 0.00% 0 0 Not CheckedMembrane syy lb/in2 1333 1333 0.00% 0 0 Not CheckedMembrane sxy lb/in2 400 400 0.00% 0 0 Not Checked

PlBend Mxx lb-in/in 1.111E-07 1.11E-07 0.00% 10 0 Not CheckedPlBend Myy lb-in/in 1.111E-07 1.11E-07 0.00% 10 0 Not CheckedPlBend Mxy lb-in/in 3.330E-08 3.33E-08 0.00% 10 0 Not Checked

Analysis Case

Percent Difference

SAP2000 Result




Analysis Case

Percent Difference

SAP2000 Result




Example 2-002

Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option

SAP2000 Independent3.000E-05 3.000E-05 0% 8 03.000E-05 3.000E-05 0% 8 03.000E-05 3.000E-05 0% 8 03.000E-05 3.000E-05 0% 8 03.000E-05 3.000E-05 0% 8 0

0.1072 0.1081 -1% 4 00.0227 0.1081 -79% 4 00.0804 0.1081 -26% 4 00.0032 0.1081 -97% 4 00.0066 0.1081 -94% 4 00.432 0.4321 0% 4 0

0.4322 0.4321 0% 4 00.4322 0.4321 0% 4 00.4296 0.4321 -1% 4 00.4314 0.4321 0% 4 0

0.00233 0.00341 -32% 5 00.00233 0.00341 -32% 5 00.00233 0.00341 -32% 5 00.00231 0.00341 -32% 5 00.0023 0.00341 -33% 5 0

8.990E-04 9.000E-04 0% 7 01.395E-04 9.000E-04 -85% 7 07.225E-04 9.000E-04 -20% 7 02.650E-05 9.000E-04 -97% 7 05.500E-05 9.000E-04 -94% 7 0

0.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 0

Load Case and Type

Model and Element Shape

Output Parameter

Percent Difference

SAP2000 Result



Load case 1 Axial

Extension

A - RectangleUx

Average of jts 7 and 14

in

B - TrapezoidC - Parallelogram

D - Triangle 2E - Triangle 4

Load case 2 In-plane

shear and bending

A - RectangleUz


in



Load case 3 Out-of-plane

shear and bending

A - RectangleUy


in



Load case 4 Twist

A - Rectangle Uy Average of

absolute values at jts 7 and 14

in



Load case 5 In-plane moment

A - Rectangle Ux Average of


in




moment

A - Rectangle Rz Average of


radians



Example 2-002

Thick Plate Option


0.1072 0.1081 -1% 4 00.0227 0.1081 -79% 4 00.0804 0.1081 -26% 4 00.0032 0.1081 -97% 4 00.0066 0.1081 -94% 4 00.4321 0.4321 0% 4 00.4307 0.4321 0% 4 00.4322 0.4321 0% 4 00.4328 0.4321 0% 4 00.4298 0.4321 -1% 4 0

0.00224 0.00341 -34% 5 00.00409 0.00341 20% 5 00.0024 0.00341 -30% 5 0

0.00466 0.00341 37% 5 00.00458 0.00341 34% 5 0

8.990E-04 9.000E-04 0% 7 01.395E-04 9.000E-04 -85% 7 07.225E-04 9.000E-04 -20% 7 02.650E-05 9.000E-04 -97% 7 05.500E-05 9.000E-04 -94% 7 0

0.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 00.036 0.036 0% 5 0

Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Load case 1 Axial

Extension

A - RectangleUx


in




shear and bending

A - RectangleUz


in




shear and bending

A - RectangleUy


in



Load case 4 Twist

A - Rectangle Uy Average of


in






in




moment

A - Rectangle Rz Average of


radians



Example 2-002

Model F Results (Parallelogram-shaped elements)

Element Type SAP2000 Independent

Thin Plate 0.1061 0.1081-1.9%

4 0

Thick Plate 0.1061 0.1081-1.9%

4 0

Thin Plate 8.886E-04 9.000E-04-1.3%

7 0

Thick Plate 8.886E-04 9.000E-04-1.3%

7 0

Model G Results (Trapezoidal-shaped elements with 60 x 2 mesh)


Thin Plate 0.1071 0.1081-0.9%

4 0

Thick Plate 0.1071 0.1081-0.9%

4 0

Thin Plate 8.825E-04 9.000E-04-1.9%

7 0

Thick Plate 8.825E-04 9.000E-04-1.9%

7 0

Model H Results Special Case for Twisting Comparison)


Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




shear and bending

Uz Average of

jts 13 and 26 in


Ux Average of


in

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




shear and bending

Uz Average of jts 7 and 14

in


Ux Average of


in

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result



Example 2-002

Thin Plate 0.00234 0.00234 0% 5 0Load case 4 Twist

Uy Average of


in

Example 2-002

#VALUE!

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 2-002

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 2-002

Not Checked

Not Checked

Not Checked

Not Checked

Not Checked

Not Checked

Not Checked

Not Checked




Example 2-002

Not Checked

Example 2-003


SAP2000 Independent

0.0773 0.0886 -13% 4 0 Not Checked

0.4535 0.5004 -9% 4 0 Not Checked

0.0773 0.0886 -13% 4 0 Not Checked

0.4298 0.5004 -14% 4 0 Not Checked

0.0773 0.0886 -13% 4 0 Not Checked

0.0845 0.0886 -5% 4 0 Not Checked

0.0884 0.0886 0% 4 0 Not Checked

0.0893 0.0886 1% 4 0 Not Checked

Model and Mesh

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




Model A Thin 6x1 mesh

Load case IN In-plane

Uy Average of jts 7 and 14

in

Load case OUT Out-of-plane


in

Model A Thick 6x1 mesh



in



in

Model A Thin 6x1 mesh



in

Model B Thin 90x1 meshModel C Thin 90x3 mesh

Model D Thin 6x1 mesh with each of 6 objects submeshed 15x3

Example 2-003


SAP2000 IndependentModel and

MeshLoad Case and

TypeOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00

0.0773 0.0886 -13% 4 0 Not Checked

0.0845 0.0886 -5% 4 0 Not Checked

0.0884 0.0886 0% 4 0 Not Checked

0.0893 0.0886 1% 4 0 Not Checked

0.4298 0.4546 -5% 4 0 Not Checked

0.4566 0.4546 0% 4 0 Not Checked

0.4558 0.4546 0% 4 0 Not Checked

0.457 0.4546 1% 4 0 Not Checked

Model A Thick 6x1 mesh



in

Model B Thick 90x1 meshModel C Thick 90x3 mesh

Model D Thick 6x1 mesh with each of 6 objects submeshed 15x3Model A Thick 6x1 mesh



in

Model B Thick 90x1 meshModel C Thick 90x3 mesh

Model D Thick 6x1 mesh with each of 6 objects submeshed 15x3

Example 2-003

#VALUE!

Example 2-004


SAP2000 Independent

0.005415 0.005429 -0.3% 6 0 Not Checked

0.001769 0.001749 1.1% 6 0 Not Checked

0.005402 0.005429 -0.5% 6 0 Not Checked

0.00176 0.001749 0.6% 6 0 Not Checked

Model and Mesh

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




Thin 12x2 mesh


Uy Average of

jts 13, 26, 39 in


Uz Average of

jts 13, 26, 39 in

Thick 12x2

mesh


Uy Average of

jts 13, 26, 39 in


Uz Average of

jts 13, 26, 39 in

Example 2-004

#VALUE!

Example 2-005

Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option - Uniform Load - 2"x2" Plate

Mesh Model SAP2000 IndependentSimple 4x4 A 4.06 4.06 0% 2 0 Not CheckedSimple 16x16 E 4.06 4.06 0% 2 0 Not CheckedFixed 4x4 B 1.32 1.26 5% 2 0 Not CheckedFixed 16x16 F 1.27 1.26 1% 2 0 Not Checked

Thin Plate Option - Uniform Load - 2"x10" Plate

Mesh SAP2000 IndependentSimple 4x4 C 12.86 12.97 -1% 2 0 Not CheckedSimple 16x16 G 12.96 12.97 0% 2 0 Not CheckedFixed 4x4 D 2.6 2.6 0% 2 0 Not CheckedFixed 16x16 H 2.6 2.6 0% 2 0 Not Checked

Thin Plate Option - Center Concentrated Load - 2"x2" Plate

Mesh Model SAP2000 IndependentSimple 4x4 A 11.94 11.6 3% 2 0 Not CheckedSimple 16x16 E 11.63 11.6 0% 2 0 Not CheckedFixed 4x4 B 5.9 5.6 5% 2 0 Not CheckedFixed 16x16 F 5.64 5.6 1% 2 0 Not Checked

Thin Plate Option - Center Concentrated Load - 2"x10" Plate

Mesh SAP2000 IndependentSimple 4x4 C 18.12 16.95 7% 2 0 Not CheckedSimple 16x16 G 17.15 16.95 1% 2 0 Not CheckedFixed 4x4 D 7.79 7.25 7% 2 0 Not CheckedFixed 16x16 H 7.41 7.25 2% 2 0 Not Checked

Edge Support

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Example 2-005

Results Published in the Current Verification Examples Results From Current AnalysesThick Plate Option - Uniform Load - 2"x2" Plate

Mesh Model SAP2000 IndependentSimple 4x4 A 4.03 4.06 -1% 2 0 Not CheckedSimple 16x16 E 4.06 4.06 0% 2 0 Not CheckedFixed 4x4 B 1.25 1.26 -1% 2 0 Not CheckedFixed 16x16 F 1.27 1.26 1% 2 0 Not Checked

Thick Plate Option - Uniform Load - 2"x10" Plate

Mesh SAP2000 IndependentSimple 4x4 C 12.87 12.97 -1% 2 0 Not CheckedSimple 16x16 G 12.97 12.97 0% 2 0 Not CheckedFixed 4x4 D 2.59 2.6 0% 2 0 Not CheckedFixed 16x16 H 2.6 2.6 0% 2 0 Not Checked

Thick Plate Option - Center Concentrated Load - 2"x2" Plate

Mesh Model SAP2000 IndependentSimple 4x4 A 11.61 11.6 0% 2 0 Not CheckedSimple 16x16 E 11.61 11.6 0% 2 0 Not CheckedFixed 4x4 B 5.38 5.6 -4% 2 0 Not CheckedFixed 16x16 F 5.61 5.6 0% 2 0 Not Checked

Thick Plate Option - Center Concentrated Load - 2"x10" Plate

Mesh SAP2000 IndependentSimple 4x4 C 16.27 16.95 -4% 2 0 Not CheckedSimple 16x16 G 16.92 16.95 0% 2 0 Not CheckedFixed 4x4 D 5.86 7.25 -19% 2 0 Not CheckedFixed 16x16 H 7.11 7.25 -2% 2 0 Not CheckedFixed 4x7* I 6.9 7.25 -5% 2 0 Not Checked

* Model I has a special mesh that is tighter in the area of the concentrated load

Edge Support

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uz, in Center of

plate

Example 2-005

#VALUE!

Example 2-006

Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option - Vertical Deflection at Center of Free Edge

Angle SAP2000 IndependentSELF N.A. Uz (jt 49) ft -0.3068 -0.3086 -1% 4 0 Not CheckedGRAV N.A. Uz (jt 49) ft -0.3068 -0.3086 -1% 4 0 Not CheckedUNIF N.A. Uz (jt 49) ft -0.3068 -0.3086 -1% 4 0 Not Checked

Thin Plate Option - Axial Deformations at Support

Angle SAP2000 IndependentSELF 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedSELF 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedSELF 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedSELF 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedSELF 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedSELF 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedSELF 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not CheckedGRAV 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedGRAV 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedGRAV 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedGRAV 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedGRAV 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedGRAV 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedGRAV 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not CheckedUNIF 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedUNIF 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedUNIF 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedUNIF 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedUNIF 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedUNIF 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedUNIF 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006


Angle SAP2000 IndependentAnalysis

CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thin Plate Option - Twisting Moments at Support

Angle SAP2000 IndependentSELF 0° Mxy (jt 1) lb-ft/ft 92 0 7% 0 0 Not CheckedSELF 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedSELF 13.33° Mxy (jt 3) lb-ft/ft 703 700 0% 0 0 Not CheckedSELF 20° Mxy (jt 4) lb-ft/ft 993 990 0% 0 0 Not CheckedSELF 26.67° Mxy (jt 5) lb-ft/ft 1190 1210 -2% 0 0 Not CheckedSELF 33.33° Mxy (jt 6) lb-ft/ft 1260 1310 -4% 0 0 Not CheckedSELF 40° Mxy (jt 7) lb-ft/ft 1261 1280 -1% 0 0 Not CheckedGRAV 0° Mxy (jt 1) lb-ft/ft 92 0 7% 0 0 Not CheckedGRAV 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedGRAV 13.33° Mxy (jt 3) lb-ft/ft 703 700 0% 0 0 Not CheckedGRAV 20° Mxy (jt 4) lb-ft/ft 993 990 0% 0 0 Not CheckedGRAV 26.67° Mxy (jt 5) lb-ft/ft 1190 1210 -2% 0 0 Not CheckedGRAV 33.33° Mxy (jt 6) lb-ft/ft 1260 1310 -4% 0 0 Not CheckedGRAV 40° Mxy (jt 7) lb-ft/ft 1261 1280 -1% 0 0 Not CheckedUNIF 0° Mxy (jt 1) lb-ft/ft 92 0 7% 0 0 Not CheckedUNIF 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedUNIF 13.33° Mxy (jt 3) lb-ft/ft 703 700 0% 0 0 Not CheckedUNIF 20° Mxy (jt 4) lb-ft/ft 993 990 0% 0 0 Not CheckedUNIF 26.67° Mxy (jt 5) lb-ft/ft 1190 1210 -2% 0 0 Not CheckedUNIF 33.33° Mxy (jt 6) lb-ft/ft 1260 1310 -4% 0 0 Not CheckedUNIF 40° Mxy (jt 7) lb-ft/ft 1261 1280 -1% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thin Plate Option - Vertical Displacement at Central Section

Angle SAP2000 IndependentSELF 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedSELF 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedSELF 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedSELF 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedSELF 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedSELF 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedSELF 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not CheckedGRAV 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedGRAV 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedGRAV 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedGRAV 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedGRAV 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedGRAV 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedGRAV 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not CheckedUNIF 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedUNIF 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedUNIF 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedUNIF 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedUNIF 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedUNIF 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedUNIF 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thin Plate Option - Transverse Moments at Central Section

Angle SAP2000 IndependentSELF 0° My (jt 43) lb-ft/ft -2099 -2080 1% 0 0 Not CheckedSELF 6.67° My (jt 44) lb-ft/ft -1978 -1980 0% 0 0 Not CheckedSELF 13.33° My (jt 45) lb-ft/ft -1614 -1580 2% 0 0 Not CheckedSELF 20° My (jt 46) lb-ft/ft -1045 -1000 2% 0 0 Not CheckedSELF 26.67° My (jt 47) lb-ft/ft -408 -400 0% 0 0 Not CheckedSELF 33.33° My (jt 48) lb-ft/ft 36 70 -2% 0 0 Not CheckedSELF 40° My (jt 49) lb-ft/ft 0 -40 2% 0 0 Not CheckedGRAV 0° My (jt 43) lb-ft/ft -2099 -2080 1% 0 0 Not CheckedGRAV 6.67° My (jt 44) lb-ft/ft -1978 -1980 0% 0 0 Not CheckedGRAV 13.33° My (jt 45) lb-ft/ft -1614 -1580 2% 0 0 Not CheckedGRAV 20° My (jt 46) lb-ft/ft -1045 -1000 2% 0 0 Not CheckedGRAV 26.67° My (jt 47) lb-ft/ft -408 -400 0% 0 0 Not CheckedGRAV 33.33° My (jt 48) lb-ft/ft 36 70 -2% 0 0 Not CheckedGRAV 40° My (jt 49) lb-ft/ft 0 -40 2% 0 0 Not CheckedUNIF 0° My (jt 43) lb-ft/ft -2099 -2080 1% 0 0 Not CheckedUNIF 6.67° My (jt 44) lb-ft/ft -1978 -1980 0% 0 0 Not CheckedUNIF 13.33° My (jt 45) lb-ft/ft -1614 -1580 2% 0 0 Not CheckedUNIF 20° My (jt 46) lb-ft/ft -1045 -1000 2% 0 0 Not CheckedUNIF 26.67° My (jt 47) lb-ft/ft -408 -400 0% 0 0 Not CheckedUNIF 33.33° My (jt 48) lb-ft/ft 36 70 -2% 0 0 Not CheckedUNIF 40° My (jt 49) lb-ft/ft 0 -40 2% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thin Plate Option - Longitudinal Moments at Central Section

Angle SAP2000 IndependentSELF 0° Mx (jt 43) lb-ft/ft -100 -100 0% 0 0 Not CheckedSELF 6.67° Mx (jt 44) lb-ft/ft -63 -90 -4% 0 0 Not CheckedSELF 13.33° Mx (jt 45) lb-ft/ft 37 10 4% 0 0 Not CheckedSELF 20° Mx (jt 46) lb-ft/ft 181 140 6% 0 0 Not CheckedSELF 26.67° Mx (jt 47) lb-ft/ft 340 300 6% 0 0 Not CheckedSELF 33.33° Mx (jt 48) lb-ft/ft 502 490 2% 0 0 Not CheckedSELF 40° Mx (jt 49) lb-ft/ft 664 700 -5% 0 0 Not CheckedGRAV 0° Mx (jt 43) lb-ft/ft -100 -100 0% 0 0 Not CheckedGRAV 6.67° Mx (jt 44) lb-ft/ft -63 -90 -4% 0 0 Not CheckedGRAV 13.33° Mx (jt 45) lb-ft/ft 37 10 4% 0 0 Not CheckedGRAV 20° Mx (jt 46) lb-ft/ft 181 140 6% 0 0 Not CheckedGRAV 26.67° Mx (jt 47) lb-ft/ft 340 300 6% 0 0 Not CheckedGRAV 33.33° Mx (jt 48) lb-ft/ft 502 490 2% 0 0 Not CheckedGRAV 40° Mx (jt 49) lb-ft/ft 664 700 -5% 0 0 Not CheckedUNIF 0° Mx (jt 43) lb-ft/ft -100 -100 0% 0 0 Not CheckedUNIF 6.67° Mx (jt 44) lb-ft/ft -63 -90 -4% 0 0 Not CheckedUNIF 13.33° Mx (jt 45) lb-ft/ft 37 10 4% 0 0 Not CheckedUNIF 20° Mx (jt 46) lb-ft/ft 181 140 6% 0 0 Not CheckedUNIF 26.67° Mx (jt 47) lb-ft/ft 340 300 6% 0 0 Not CheckedUNIF 33.33° Mx (jt 48) lb-ft/ft 502 490 2% 0 0 Not CheckedUNIF 40° Mx (jt 49) lb-ft/ft 664 700 -5% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thick Plate Option - Vertical Deflection at Center of Free Edge

Angle SAP2000 IndependentSELF N.A. Uz (jt 49) ft -0.3073 -0.3086 0% 4 0 Not CheckedGRAV N.A. Uz (jt 49) ft -0.3073 -0.3086 0% 4 0 Not CheckedUNIF N.A. Uz (jt 49) ft -0.3073 -0.3086 0% 4 0 Not Checked

Thick Plate Option - Axial Deformations at Support

Angle SAP2000 IndependentSELF 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedSELF 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedSELF 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedSELF 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedSELF 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedSELF 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedSELF 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not CheckedGRAV 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedGRAV 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedGRAV 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedGRAV 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedGRAV 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedGRAV 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedGRAV 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not CheckedUNIF 0° Uy (jt 1) ft 0 0.0004 -3% 4 0 Not CheckedUNIF 6.67° Uy (jt 2) ft 0.0005 0.001 -4% 4 0 Not CheckedUNIF 13.33° Uy (jt 3) ft 0.0018 0.0021 -2% 4 0 Not CheckedUNIF 20° Uy (jt 4) ft 0.0029 0.003 -1% 4 0 Not CheckedUNIF 26.67° Uy (jt 5) ft 0.0024 0.0021 2% 4 0 Not CheckedUNIF 33.33° Uy (jt 6) ft -0.0017 -0.0025 -6% 4 0 Not CheckedUNIF 40° Uy (jt 7) ft -0.0118 -0.0125 -6% 4 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thick Plate Option - Twisting Moments at Support

Angle SAP2000 IndependentSELF 0° Mxy (jt 1) lb-ft/ft 1 0 0% 0 0 Not CheckedSELF 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedSELF 13.33° Mxy (jt 3) lb-ft/ft 707 700 1% 0 0 Not CheckedSELF 20° Mxy (jt 4) lb-ft/ft 1003 990 1% 0 0 Not CheckedSELF 26.67° Mxy (jt 5) lb-ft/ft 1211 1210 0% 0 0 Not CheckedSELF 33.33° Mxy (jt 6) lb-ft/ft 1273 1310 -3% 0 0 Not CheckedSELF 40° Mxy (jt 7) lb-ft/ft 1255 1280 -2% 0 0 Not CheckedGRAV 0° Mxy (jt 1) lb-ft/ft 1 0 0% 0 0 Not CheckedGRAV 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedGRAV 13.33° Mxy (jt 3) lb-ft/ft 707 700 1% 0 0 Not CheckedGRAV 20° Mxy (jt 4) lb-ft/ft 1003 990 1% 0 0 Not CheckedGRAV 26.67° Mxy (jt 5) lb-ft/ft 1211 1210 0% 0 0 Not CheckedGRAV 33.33° Mxy (jt 6) lb-ft/ft 1273 1310 -3% 0 0 Not CheckedGRAV 40° Mxy (jt 7) lb-ft/ft 1255 1280 -2% 0 0 Not CheckedUNIF 0° Mxy (jt 1) lb-ft/ft 1 0 0% 0 0 Not CheckedUNIF 6.67° Mxy (jt 2) lb-ft/ft 362 370 -1% 0 0 Not CheckedUNIF 13.33° Mxy (jt 3) lb-ft/ft 707 700 1% 0 0 Not CheckedUNIF 20° Mxy (jt 4) lb-ft/ft 1003 990 1% 0 0 Not CheckedUNIF 26.67° Mxy (jt 5) lb-ft/ft 1211 1210 0% 0 0 Not CheckedUNIF 33.33° Mxy (jt 6) lb-ft/ft 1273 1310 -3% 0 0 Not CheckedUNIF 40° Mxy (jt 7) lb-ft/ft 1255 1280 -2% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thick Plate Option - Vertical Displacement at Central Section

Angle SAP2000 IndependentSELF 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedSELF 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedSELF 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedSELF 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedSELF 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedSELF 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedSELF 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not CheckedGRAV 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedGRAV 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedGRAV 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedGRAV 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedGRAV 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedGRAV 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedGRAV 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not CheckedUNIF 0° Uz (jt 43) ft 0.046 0.048 -1% 3 0 Not CheckedUNIF 6.67° Uz (jt 44) ft 0.031 0.028 1% 3 0 Not CheckedUNIF 13.33° Uz (jt 45) ft -0.013 -0.015 -1% 3 0 Not CheckedUNIF 20° Uz (jt 46) ft -0.078 -0.08 -1% 3 0 Not CheckedUNIF 26.67° Uz (jt 47) ft -0.155 -0.157 -1% 3 0 Not CheckedUNIF 33.33° Uz (jt 48) ft -0.234 -0.24 -2% 3 0 Not CheckedUNIF 40° Uz (jt 49) ft -0.307 -0.315 -3% 3 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thick Plate Option - Transverse Moments at Central Section

Angle SAP2000 IndependentSELF 0° My (jt 43) lb-ft/ft -2097 -2080 1% 0 0 Not CheckedSELF 6.67° My (jt 44) lb-ft/ft -1976 -1980 0% 0 0 Not CheckedSELF 13.33° My (jt 45) lb-ft/ft -1616 -1580 2% 0 0 Not CheckedSELF 20° My (jt 46) lb-ft/ft -1056 -1000 3% 0 0 Not CheckedSELF 26.67° My (jt 47) lb-ft/ft -427 -400 1% 0 0 Not CheckedSELF 33.33° My (jt 48) lb-ft/ft 16 70 -3% 0 0 Not CheckedSELF 40° My (jt 49) lb-ft/ft 88 -40 6% 0 0 Not CheckedGRAV 0° My (jt 43) lb-ft/ft -2097 -2080 1% 0 0 Not CheckedGRAV 6.67° My (jt 44) lb-ft/ft -1976 -1980 0% 0 0 Not CheckedGRAV 13.33° My (jt 45) lb-ft/ft -1616 -1580 2% 0 0 Not CheckedGRAV 20° My (jt 46) lb-ft/ft -1056 -1000 3% 0 0 Not CheckedGRAV 26.67° My (jt 47) lb-ft/ft -427 -400 1% 0 0 Not CheckedGRAV 33.33° My (jt 48) lb-ft/ft 16 70 -3% 0 0 Not CheckedGRAV 40° My (jt 49) lb-ft/ft 88 -40 6% 0 0 Not CheckedUNIF 0° My (jt 43) lb-ft/ft -2097 -2080 1% 0 0 Not CheckedUNIF 6.67° My (jt 44) lb-ft/ft -1976 -1980 0% 0 0 Not CheckedUNIF 13.33° My (jt 45) lb-ft/ft -1616 -1580 2% 0 0 Not CheckedUNIF 20° My (jt 46) lb-ft/ft -1056 -1000 3% 0 0 Not CheckedUNIF 26.67° My (jt 47) lb-ft/ft -427 -400 1% 0 0 Not CheckedUNIF 33.33° My (jt 48) lb-ft/ft 16 70 -3% 0 0 Not CheckedUNIF 40° My (jt 49) lb-ft/ft 88 -40 6% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006



CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Thick Plate Option - Longitudinal Moments at Central Section

Angle SAP2000 IndependentSELF 0° Mx (jt 43) lb-ft/ft -104 -100 1% 0 0 Not CheckedSELF 6.67° Mx (jt 44) lb-ft/ft -67 -90 -3% 0 0 Not CheckedSELF 13.33° Mx (jt 45) lb-ft/ft 33 10 3% 0 0 Not CheckedSELF 20° Mx (jt 46) lb-ft/ft 179 140 6% 0 0 Not CheckedSELF 26.67° Mx (jt 47) lb-ft/ft 342 300 6% 0 0 Not CheckedSELF 33.33° Mx (jt 48) lb-ft/ft 510 490 3% 0 0 Not CheckedSELF 40° Mx (jt 49) lb-ft/ft 672 700 -4% 0 0 Not CheckedGRAV 0° Mx (jt 43) lb-ft/ft -104 -100 1% 0 0 Not CheckedGRAV 6.67° Mx (jt 44) lb-ft/ft -67 -90 -3% 0 0 Not CheckedGRAV 13.33° Mx (jt 45) lb-ft/ft 33 10 3% 0 0 Not CheckedGRAV 20° Mx (jt 46) lb-ft/ft 179 140 6% 0 0 Not CheckedGRAV 26.67° Mx (jt 47) lb-ft/ft 342 300 6% 0 0 Not CheckedGRAV 33.33° Mx (jt 48) lb-ft/ft 510 490 3% 0 0 Not CheckedGRAV 40° Mx (jt 49) lb-ft/ft 672 700 -4% 0 0 Not CheckedUNIF 0° Mx (jt 43) lb-ft/ft -104 -100 1% 0 0 Not CheckedUNIF 6.67° Mx (jt 44) lb-ft/ft -67 -90 -3% 0 0 Not CheckedUNIF 13.33° Mx (jt 45) lb-ft/ft 33 10 3% 0 0 Not CheckedUNIF 20° Mx (jt 46) lb-ft/ft 179 140 6% 0 0 Not CheckedUNIF 26.67° Mx (jt 47) lb-ft/ft 342 300 6% 0 0 Not CheckedUNIF 33.33° Mx (jt 48) lb-ft/ft 510 490 3% 0 0 Not CheckedUNIF 40° Mx (jt 49) lb-ft/ft 672 700 -4% 0 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Example 2-006

#VALUE!

Example 2-007


Output Parameter SAP2000 Independent1 Ux (jt 1) ft 0.0939 0.094 0% 4 0 Not Checked1 Uy (jt 9) ft -0.0939 -0.094 0% 4 0 Not Checked

Thick Plate Option

Output Parameter SAP2000 Independent1 Ux (jt 1) ft 0.0927 0.094 -1% 4 0 Not Checked1 Uy (jt 9) ft -0.0927 -0.094 -1% 4 0 Not Checked

Analysis Case

Percent Difference

SAP2000 Result




Analysis Case

Percent Difference

SAP2000 Result




Example 2-008

Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option #VALUE!

Model and Mesh SAP2000 IndependentA 10 x 10 0.01743 0.01723 1.2% 5 0 Not CheckedB 20 x 20 0.01737 0.01723 0.8% 5 0 Not CheckedC 40 x 40 0.01735 0.01723 0.7% 5 0 Not CheckedA 10 x 10 0.00717 0.00704 1.8% 5 0 Not CheckedB 20 x 20 0.0071 0.00704 0.9% 5 0 Not CheckedC 40 x 40 0.00708 0.00704 0.6% 5 0 Not CheckedA 10 x 10 0.00288 0.00281 2.5% 5 0 Not CheckedB 20 x 20 0.00284 0.00281 1.1% 5 0 Not CheckedC 40 x 40 0.00283 0.00281 0.7% 5 0 Not CheckedA 10 x 10 0.00228 0.00219 4.1% 5 0 Not CheckedB 20 x 20 0.00223 0.00219 1.8% 5 0 Not CheckedC 40 x 40 0.00222 0.00219 1.4% 5 0 Not CheckedA 10 x 10 0.002 0.00193 3.6% 5 0 Not CheckedB 20 x 20 0.00196 0.00193 1.6% 5 0 Not CheckedC 40 x 40 0.00195 0.00193 1.0% 5 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Period Mode 1 sec

Period Mode 2 sec

Period Mode 3 sec

Period Mode 4 sec

Period Mode 5 sec

Example 2-008

Thick Plate Option

Model and Mesh SAP2000 IndependentA 10 x 10 0.01746 0.01723 1.3% 5 0 Not CheckedB 20 x 20 0.0174 0.01723 1.0% 5 0 Not CheckedC 40 x 40 0.01739 0.01723 0.9% 5 0 Not CheckedA 10 x 10 0.00721 0.00704 2.4% 5 0 Not CheckedB 20 x 20 0.00714 0.00704 1.4% 5 0 Not CheckedC 40 x 40 0.00712 0.00704 1.1% 5 0 Not CheckedA 10 x 10 0.0029 0.00281 3.2% 5 0 Not CheckedB 20 x 20 0.00286 0.00281 1.8% 5 0 Not CheckedC 40 x 40 0.00285 0.00281 1.4% 5 0 Not CheckedA 10 x 10 0.0023 0.00219 5.0% 5 0 Not CheckedB 20 x 20 0.00225 0.00219 2.7% 5 0 Not CheckedC 40 x 40 0.00223 0.00219 1.8% 5 0 Not CheckedA 10 x 10 0.00202 0.00193 4.7% 5 0 Not CheckedB 20 x 20 0.00198 0.00193 2.6% 5 0 Not CheckedC 40 x 40 0.00197 0.00193 2.1% 5 0 Not Checked

Thick Plate Option

Mode Output Parameter SAP2000 Independent1 Period sec 0.01735 0.01723 0.7% 5 0 Not Checked2 Period sec 0.00708 0.00704 0.6% 5 0 Not Checked3 Period sec 0.00283 0.00281 0.7% 5 0 Not Checked4 Period sec 0.00222 0.00219 1.4% 5 0 Not Checked5 Period sec 0.00195 0.00193 1.0% 5 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Period Mode 1 sec

Period Mode 2 sec

Period Mode 3 sec

Period Mode 4 sec

Period Mode 5 sec

Percent Difference

SAP2000 Result




Example 2-009


Output Parameter SAP2000 Independent-0.9285 -0.9205 0.9% 4 0 Not Checked-0.1827 -0.1782 2.5% 4 0 Not Checked

Thick Plate Option

Analysis Case Output Parameter SAP2000 Independent-0.925 -0.9205 0.5% 4 0 Not Checked

-0.1783 -0.1782 0.1% 4 0 Not Checked

Model and Modulus

Percent Difference

SAP2000 Result




A (k=30k/ft3) Uz at center of plate (in)B (k=800k/ft3)

Percent Difference

SAP2000 Result




A (k=30k/ft3) Uz at center of plate (in)B (k=800k/ft3)

Example 2-009

#VALUE!

Example 2-010


Model and Mesh SAP2000 Independent0.12175 0.12414 -1.9% 5 0 Not Checked0.12387 0.12414 -0.2% 5 0 Not Checked-0.12175 -0.12414 -1.9% 5 0 Not Checked-0.12387 -0.12414 -0.2% 5 0 Not Checked

58.85 60 -1.9% 2 0 Not Checked59.87 60 -0.2% 2 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




U1 (in) at any jt

A 8 x 16B 24 x 48

U3 (in) at top jt

A 8 x 16B 24 x 48

σ11 (k/in2) anywhere

A 8 x 16B 24 x 48

Example 2-010

Thick Plate Option

Model and Mesh SAP2000 Independent0.12175 0.12414 -1.9% 5 0 Not Checked0.12387 0.12414 -0.2% 5 0 Not Checked-0.12175 -0.12414 -1.9% 5 0 Not Checked-0.12387 -0.12414 -0.2% 5 0 Not Checked

58.85 60 -1.9% 2 0 Not Checked59.87 60 -0.2% 2 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




U1 (in) at any jt

A 8 x 16B 24 x 48

U3 (in) at top jt

A 8 x 16B 24 x 48

σ11 (k/in2) anywhere

A 8 x 16B 24 x 48

Example 2-011


Output Parameter SAP2000 Independent*60 Ux (jt 18) ft -0.276 -0.26 4% 3 0 Not Checked45 Ux (jt 17) ft -0.325 -0.31 3% 3 0 Not Checked30 Ux (jt 16) ft -0.366 -0.35 4% 3 0 Not Checked15 Ux (jt 15) ft -0.397 -0.39 2% 3 0 Not Checked0 Ux (jt 14) ft -0.416 -0.41 1% 3 0 Not Checked

-10 Ux (jt 13) ft -0.423 -0.42 1% 3 0 Not Checked-25 Ux (jt 12) ft -0.423 -0.43 -2% 3 0 Not Checked-50 Ux (jt 11) ft -0.4 -0.41 -2% 3 0 Not Checked-75 Ux (jt 10) ft -0.355 -0.37 -3% 3 0 Not Checked

-100 Ux (jt 9) ft -0.297 -0.31 -3% 3 0 Not Checked-125 Ux (jt 8) ft -0.235 -0.25 -3% 3 0 Not Checked-150 Ux (jt 7) ft -0.176 -0.18 -1% 3 0 Not Checked-175 Ux (jt 6) ft -0.124 -0.13 -1% 3 0 Not Checked-200 Ux (jt 5) ft -0.081 -0.08 0% 3 0 Not Checked-225 Ux (jt 4) ft -0.048 -0.05 0% 3 0 Not Checked-250 Ux (jt 3) ft -0.028 -0.02 2% 3 0 Not Checked-260 Ux (jt 2) ft -0.016 -0.01 1% 3 0 Not Checked-270 Ux (jt 1) ft 0 0 0% 3 0 Not Checked

Elevation Z (ft)

Percent Difference**

SAP2000 Result




Independent results are scaled (estimated) from Figure 13.10b on page 348 in Zienkiewicz 1977. Because the results in the figure are based on 1/100 of the loads used in this example, the independent results shown in the table are 100 times those scaled from the figure.Percent difference is calculated with respect to the maximum independent value, 0.43.

*

**

Example 2-011

Thick Plate Option

Output Parameter SAP2000 Independent*60 Ux (jt 18) ft -0.274 -0.26 3% 3 0 Not Checked45 Ux (jt 17) ft -0.323 -0.31 3% 3 0 Not Checked30 Ux (jt 16) ft -0.365 -0.35 3% 3 0 Not Checked15 Ux (jt 15) ft -0.396 -0.39 1% 3 0 Not Checked0 Ux (jt 14) ft -0.416 -0.41 1% 3 0 Not Checked

-10 Ux (jt 13) ft -0.423 -0.42 1% 3 0 Not Checked-25 Ux (jt 12) ft -0.424 -0.43 -1% 3 0 Not Checked-50 Ux (jt 11) ft -0.401 -0.41 -2% 3 0 Not Checked-75 Ux (jt 10) ft -0.356 -0.37 -3% 3 0 Not Checked

-100 Ux (jt 9) ft -0.298 -0.31 -3% 3 0 Not Checked-125 Ux (jt 8) ft -0.236 -0.25 -3% 3 0 Not Checked-150 Ux (jt 7) ft -0.177 -0.18 -1% 3 0 Not Checked-175 Ux (jt 6) ft -0.124 -0.13 -1% 3 0 Not Checked-200 Ux (jt 5) ft -0.081 -0.08 0% 3 0 Not Checked-225 Ux (jt 4) ft -0.049 -0.05 0% 3 0 Not Checked-250 Ux (jt 3) ft -0.028 -0.02 2% 3 0 Not Checked-260 Ux (jt 2) ft -0.015 -0.01 1% 3 0 Not Checked-270 Ux (jt 1) ft 0 0 0% 3 0 Not Checked

Elevation Z (ft)

Percent Difference**

SAP2000 Result




Independent results are scaled (estimated) from Figure 13.10b on page 348 in Zienkiewicz 1977. Because the results in the figure are based on 1/100 of the loads used in this example, the independent results shown in the table are 100 times those scaled from the figure.Percent difference is calculated with respect to the maximum independent value, 0.43.

*

**

Example 2-011

#VALUE!

Example 2-012


Model Output Parameter SAP2000 Independent

-0.00522 -0.00521 0.2% 5 0 Not Checked

-0.00534 -0.00534 0.0% 5 0 Not Checked

-0.00521 -0.00521 0.0% 5 0 Not Checked

Percent Difference

SAP2000 Result




A Thick Plate

Uz at outer edge Bending Deflection

in

A Thin Plate


in

B Thick Plate with

shear stiffness modifiers


in

Example 2-012

#VALUE!

Example 2-013


Model Output Parameter SAP2000 IndependentUx (jt 8) in 0.000132 0.000132 0.0% 6 0 Not CheckedUy (jt 8) in 0.000066 0.000066 0.0% 6 0 Not Checked

σxx (jt 8) lb/in2 0 0 0.0% 2 0 Not Checkedσyy (jt 8) lb/in2 0 0 0.0% 2 0 Not Checked

Ux (jt 8) in 0 0 0.0% 6 0 Not CheckedUy (jt 8) in 0 0 0.0% 6 0 Not Checked

σxx (jt 8) lb/in2 -733.33 -733.33 0.0% 2 0 Not Checkedσyy (jt 8) lb/in2 -733.33 -733.33 0.0% 2 0 Not Checked

Thick Plate Option

Model Output Parameter SAP2000 IndependentUx (jt 8) in 0.000132 0.000132 0.0% 6 0 Not CheckedUy (jt 8) in 0.000066 0.000066 0.0% 6 0 Not Checked

σxx (jt 8) lb/in2 0 0 0.0% 2 0 Not Checkedσyy (jt 8) lb/in2 0 0 0.0% 2 0 Not Checked

Ux (jt 8) in 0 0 0.0% 6 0 Not CheckedUy (jt 8) in 0 0 0.0% 6 0 Not Checked

σxx (jt 8) lb/in2 -733.33 -733.33 0.0% 2 0 Not Checkedσyy (jt 8) lb/in2 -733.33 -733.33 0.0% 2 0 Not Checked

Percent Difference

SAP2000 Result




A Free Expansion

B Restrained

Percent Difference

SAP2000 Result




A Free Expansion

B Restrained

Example 2-014

Results Published in the Current Verification Examples Results From Current AnalysesModel A (9x16 Mesh)

Output Parameter SAP2000 IndependentThin Uz (inner edge) in 0.01905 0.01931 -1% 5 0 Not CheckedThin R2 (inner edge) rad 0.00347 0.00352 -1% 5 0 Not CheckedThin M11 (outer edge) k-in/in -2.182 -2.181 0% 3 0 Not CheckedThin M22 inner edge) k-in/in -4.016 -4.406 -9% 3 0 Not CheckedThick Uz (inner edge) in 0.01778 0.01931 -8% 5 0 Not CheckedThick R2 (inner edge) rad 0.00311 0.00352 -12% 5 0 Not CheckedThick M11 (outer edge) k-in/in -2.185 -2.181 0% 3 0 Not CheckedThick M22 inner edge) k-in/in -4.478 -4.406 2% 3 0 Not Checked

Model B (28x32 Mesh that is tighter near center)

Output Parameter SAP2000 IndependentThin Uz (inner edge) in 0.01922 0.01931 0% 5 0 Not CheckedThin R2 (inner edge) rad 0.00351 0.00352 0% 5 0 Not CheckedThin M11 (outer edge) k-in/in -2.181 -2.181 0% 3 0 Not CheckedThin M22 inner edge) k-in/in -4.385 -4.406 0% 3 0 Not CheckedThick Uz (inner edge) in 0.01902 0.01931 -2% 5 0 Not CheckedThick R2 (inner edge) rad 0.00347 0.00352 -1% 5 0 Not CheckedThick M11 (outer edge) k-in/in -2.181 -2.181 0% 3 0 Not CheckedThick M22 inner edge) k-in/in -4.454 -4.406 1% 3 0 Not Checked

Plate Option

Percent Difference

SAP2000 Result




Plate Option

Percent Difference

SAP2000 Result




Example 2-014

#VALUE!

Example 2-015

Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option (8x16 Mesh)

Model SAP2000 Independent-1.077 -1.069 0.7% 3 0 Not Checked-1.077 -1.069 0.7% 3 0 Not Checked-81.54 -80.71 1.0% 2 0 Not Checked-81.54 -80.71 1.0% 2 0 Not Checked-16.2 -16.14 0.4% 2 0 Not Checked

-16.19 -16.14 0.3% 2 0 Not Checked-15.94 -16.14 -1.2% 2 0 Not Checked-15.94 -16.14 -1.2% 2 0 Not Checked-39.7 -40.35 -1.6% 2 0 Not Checked-39.7 -40.35 -1.6% 2 0 Not Checked

* Isotropic model uses area object stiffness modifiers to mimic orthotropic behavior

Thick Plate Option (8x16 Mesh)

Output Parameter SAP2000 Independent-1.074 -1.069 0.5% 3 0 Not Checked-1.074 -1.069 0.5% 3 0 Not Checked-89.9 -80.71 11.4% 2 0 Not Checked-89.9 -80.71 11.4% 2 0 Not Checked

-16.11 -16.14 -0.2% 2 0 Not Checked-16.11 -16.14 -0.2% 2 0 Not Checked-14.12 -16.14 -12.5% 2 0 Not Checked-14.11 -16.14 -12.6% 2 0 Not Checked-43.28 -40.35 7.3% 2 0 Not Checked-43.28 -40.35 7.3% 2 0 Not Checked


Output Parameter

Percent Difference

SAP2000 Result




Uz (center) in

A - OrthotropicB - Isotropic*

M11 (jt A) k-in/in


M22 (jt A) k-in/in


M11 (jt B) k-in/in


M22 (jt B) k-in/in


Plate Option

Percent Difference

SAP2000 Result




Uz (center) in


M11 (jt A) k-in/in


M22 (jt A) k-in/in


M11 (jt B) k-in/in


M22 (jt B) k-in/in


Example 2-015

Thick Plate Option (16x32 Mesh)

Output Parameter SAP2000 Independent-1.07 -1.069 0.1% 3 0 Not Checked-1.07 -1.069 0.1% 3 0 Not Checked

-83.66 -80.71 3.7% 2 0 Not Checked-83.66 -80.71 3.7% 2 0 Not Checked-16.35 -16.14 1.3% 2 0 Not Checked-16.35 -16.14 1.3% 2 0 Not Checked-15.95 -16.14 -1.2% 2 0 Not Checked-15.95 -16.14 -1.2% 2 0 Not Checked-41.66 -40.35 3.2% 2 0 Not Checked-41.66 -40.35 3.2% 2 0 Not Checked


Plate Option

Percent Difference

SAP2000 Result




Uz (center) in

C - OrthotropicD - Isotropic*

M11 (jt A) k-in/in


M22 (jt A) k-in/in


M11 (jt B) k-in/in


M22 (jt B) k-in/in


Example 2-015

#VALUE!

Example 2-016

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin Plate Option (1 inch plate thickness)

Model and Mesh SAP2000 Independent435 425 2.4% 0 0 Not Checked425 425 0.0% 0 0 Not Checked1179 1165 1.2% 0 0 Not Checked1163 1165 -0.2% 0 0 Not Checked

Thick Plate Option (1 inch plate thickness)

Model and Mesh SAP2000 Independent416 425 -2.1% 0 0 Not Checked408 425 -4.0% 0 0 Not Checked1121 1165 -3.8% 0 0 Not Checked1112 1165 -4.5% 0 0 Not Checked

Model C (0.01 inch plate thickness and 64x64 mesh)

Shell Option SAP2000 IndependentThin 0.0425 0.0425 0.0% 4 0 Not CheckedThick 0.0425 0.0425 0.0% 4 0 Not CheckedThin 0.1163 0.1165 -0.2% 4 0 Not CheckedThick 0.1162 0.1165 -0.3% 4 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




τcr k/in2 A - 16 x 16B - 64 x 64

σcr k/in2 A - 16 x 16B - 64 x 64

Output Parameter

Percent Difference

SAP2000 Result




τcr k/in2 A - 16 x 16B - 64 x 64

σcr k/in2 A - 16 x 16B - 64 x 64

Output Parameter

Percent Difference

SAP2000 Result




τcr k/in2

σcr k/in2

Example 2-017


Shell Type Output Parameter SAP2000 IndependentThin 127.22 127.91 -0.5% 2 0 Not CheckedThick 127.22 127.91 -0.5% 2 0 Not Checked

Percent Difference

SAP2000 Result




Pcr kipsPcr kips

Example 2-018


Shell Type Output Parameter SAP2000 IndependentThin Fz (jt 1) kips 98.303 98.299 0.0% 3 0 Not CheckedThick Fz (jt 1) kips 98.303 98.299 0.0% 3 0 Not Checked

Percent Difference

SAP2000 Result




Example 2-019


Output Parameter SAP2000 IndependentUx (jt 4) in 65.313 63.662 2.6% 3 0 Not CheckedUz (jt 4) in -100.016 -100 0.0% 3 0 Not Checked

My (jt 1) k-in -56.574 -56.549 0.0% 3 0 Not CheckedUx (jt 4) in 63.742 63.662 0.1% 3 0 Not CheckedUz (jt 4) in -100.015 -100 0.0% 3 0 Not Checked


My (jt 1) k-in -56.549 -56.549 0.0% 3 0 Not Checked

Thick Plate Option

Model Output Parameter SAP2000 IndependentUx (jt 4) in 65.312 63.662 2.6% 3 0 Not CheckedUz (jt 4) in -100.016 -100 0.0% 3 0 Not Checked



My (jt 1) k-in -56.549 -56.549 0.0% 3 0 Not Checked

Model and Mesh

Percent Difference

SAP2000 Result




A 1x4

B 1x16

C 1x64

Percent Difference

SAP2000 Result




A 1x4

B 1x16

C 1x64

Example 2-020


Model Output Parameter SAP2000 IndependentA - By Loads Uz (top center) in 0.16485 0.16564 -0.5% 5 0 Not Checked

B - By Elements Uz (top center) in 0.16117 0.16564 -2.7% 5 0 Not CheckedA - By Loads 0.3707 0.3681 0.7% 4 0 Not Checked

B - By Elements 0.3605 0.3681 -2.1% 4 0 Not CheckedA - By Loads -1.1297 -1.1163 1.2% 4 0 Not Checked

B - By Elements -1.1002 -1.1163 -1.4% 4 0 Not Checked

Thick Plate Option


B - By Elements Uz (top center) in 0.16117 0.16564 -2.7% 5 0 Not CheckedA - By Loads 0.3707 0.3681 0.7% 4 0 Not Checked

B - By Elements 0.3605 0.3681 -2.1% 4 0 Not Checked

A - By Loads -1.1297 -1.1163 1.2% 4 0 Not CheckedB - By Elements -1.1002 -1.1163 -1.4% 4 0 Not Checked

Percent Difference

SAP2000 Result




Avg. S11 (top center) ksiAvg. S11 (top center) ksiAvg. S11 (bot. center) ksiAvg. S11 (bot. center) ksi

Percent Difference

SAP2000 Result





Example 2-020

#VALUE!

Example 3-001

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!With Incompatible Bending Modes

Output Parameter SAP2000 Independentsxx lb/in2 1333 1333 0% 0 0 Not Checkedsyy lb/in2 1333 1333 0% 0 0 Not Checkedsxy lb/in2 400 400 0% 0 0 Not Checked

Without Incompatible Bending Modes

Output Parameter SAP2000 Independentsxx lb/in2 1333 1333 0% 0 0 Not Checkedsyy lb/in2 1333 1333 0% 0 0 Not Checkedsxy lb/in2 400 400 0% 0 0 Not Checked

Percent Difference

SAP2000 Result




Percent Difference

SAP2000 Result




Example 3-002

Results Published in the Current Verification Examples Results From Current AnalysesWith Incompatible Bending Modes Option


0.1073 0.1081 -1% 4 00.0238 0.1081 -78% 4 00.0861 0.1081 -20% 4 00.0035 0.1081 -97% 4 00.007 0.1081 -94% 4 0

9.000E-04 9.000E-04 0% 7 01.466E-04 9.000E-04 -84% 7 07.614E-04 9.000E-04 -15% 7 02.820E-05 9.000E-04 -97% 7 05.850E-05 9.000E-04 -94% 7 0

Without Incompatible Bending Modes Option


0.0101 0.1081 -91% 4 00.003 0.1081 -97% 4 0

0.0038 0.1081 -96% 4 00.0035 0.1081 -97% 4 00.007 0.1081 -94% 4 0

8.400E-05 9.000E-04 -91% 7 02.060E-05 9.000E-04 -98% 7 02.820E-05 9.000E-04 -97% 7 0

Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Load case 1 Axial

Extension

A - RectangleUx


in




shear and bending

A - RectangleUz


in






in



Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Load case 1 Axial

Extension

A - RectangleUx


in




shear and bending

A - RectangleUz


in






in


Example 3-002

2.820E-05 9.000E-04 -97% 7 05.850E-05 9.000E-04 -94% 7 0


Ux Average of


inD - Triangle 2E - Triangle 4

Example 3-002

Model F Results - Without Incompatible Bending Modes Option (240 x 4 mesh)

SAP2000 Independent

3.000E-05 3.000E-05 0% 5 0

0.1068 0.1081 -1% 4 0

8.958E-04 9.000E-04 0% 7 0

Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Load case 1 Axial

ExtensionA - Rectangle

Ux Average of jts 7 and 14

in


shear and bending

A - Rectangle


in


A - Rectangle

Ux Average of


in

Example 3-002

Model F Results - With Incompatible Bending Modes Option (12 x 1 mesh)

Incomp Modes? SAP2000 Independent

Yes 0.1075 0.1081 -1% 4 0

Yes 8.995E-04 9.000E-04 0% 7 0

Model G Results- With Incompatible Bending Modes Option - (Trapezoidal-shaped elements with 60 x 2 mesh)

Incomp Modes? SAP2000 Independent

Yes 0.1091 0.1081 1% 4 0

Yes 8.998E-04 9.000E-04 0% 7 0

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




shear and bending


in


Ux Average of


in

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result




shear and bending


in


Ux Average of


in

Example 3-002

#VALUE!

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked



Example 3-002

Not CheckedNot Checked

Example 3-002

Not Checked

Not Checked

Not Checked


Example 3-002

Not Checked

Not Checked

Not Checked

Not Checked



Example 3-003


SAP2000 Independent

0.0854 0.0886 -4% 4 0 Not Checked

0.0886 0.0886 0% 4 0 Not Checked

Model and Mesh

Output Parameter

Percent Difference

SAP2000 Result




Model A 6x1 mesh Uy


inModel B 90x1 mesh

Example 3-004

Results Published in the Current Verification Examples Results From Current AnalysesPlane Strain

SAP2000 IndependentA, v = 0.3, 5x1x1 0.004539 0.004582 -1% 6 0 Not Checked

B, v = 0.49, 5x1x1 0.004971 0.00504 -1% 6 0 Not CheckedC, v = 0.499, 5x1x1 0.00499 0.00506 -1% 6 0 Not Checked

D, v = 0.4999, 5x1x1 0.004992 0.005062 -1% 6 0 Not CheckedE, v = 0.49, 20x1x1 0.005036 0.00504 0% 6 0 Not CheckedF, v = 0.49, 160x1x1 0.00504 0.00504 0% 6 0 Not Checked

A, v = 0.3, 5x1x1 -0.818 -1 -18% 3 0 Not CheckedB, v = 0.49, 5x1x1 -0.816 -1 -18% 3 0 Not Checked

C, v = 0.499, 5x1x1 -0.816 -1 -18% 3 0 Not CheckedD, v = 0.4999, 5x1x1 -0.816 -1 -18% 3 0 Not CheckedE, v = 0.49, 20x1x1 -0.937 -1 -6% 3 0 Not CheckedF, v = 0.49, 160x1x1 -0.96 -1 -4% 3 0 Not Checked

A, v = 0.3, 5x1x1 1.277 1.25 2% 3 0 Not CheckedB, v = 0.49, 5x1x1 1.348 1.25 8% 3 0 Not Checked

C, v = 0.499, 5x1x1 1.352 1.25 8% 3 0 Not CheckedD, v = 0.4999, 5x1x1 1.353 1.25 8% 3 0 Not CheckedE, v = 0.49, 20x1x1 1.274 1.25 2% 3 0 Not CheckedF, v = 0.49, 160x1x1 1.255 1.25 0% 3 0 Not Checked



Plane Stress



D, v = 0.4999, 5x1x1 0.005197 0.00525 -1% 6 0 Not Checked

Output Parameter

Model, Poisson's Ratio and Mesh

Percent Difference

SAP2000 Result




Radial Displ in At inner face

Radial Stress ksi

At inner face

Tangential Stress ksi At inner

face

Longitudinal Stress ksi

At inner face

Output Parameter


Percent Difference

SAP2000 Result





Example 3-004

E, v = 0.49, 20x1x1 0.005217 0.00522 0% 6 0 Not CheckedF, v = 0.49, 160x1x1 0.00522 0.00522 0% 6 0 Not Checked






Radial Stress ksi

At inner face


face

Example 3-004

#VALUE!

Example 3-005



-2126 -2126 0% 0 0 Not Checked

Percent Difference

SAP2000 Result




szz psf At z = -20 feet

Average for joint 43 in planes 29, 30, 37

and 38

Example 4-001

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!With Incompatible Bending Modes Option

Vertical Location SAP2000 Independentz = 0 ft -0.0467 -0.0469 0% 4 0 Not Checkedz = -5 ft -0.0374 -0.0376 -1% 4 0 Not Checked

z = -10 ft -0.0284 -0.0286 -1% 4 0 Not Checkedz = -40 ft -0.0094 -0.0095 -1% 4 0 Not Checkedz = -80 ft -0.0047 -0.0048 -2% 4 0 Not Checkedz = 0 ft -4.993 -5 0% 3 0 Not Checkedz = -5 ft -4.298 -4.553 -6% 3 0 Not Checked

z = -10 ft -3.285 -3.232 2% 3 0 Not Checkedz = -40 ft -0.433 -0.435 0% 3 0 Not Checkedz = -80 ft -0.122 -0.115 6% 3 0 Not Checked

Without Incompatible Bending Modes Option

Vertical Location SAP2000 Independentz = 0 ft -0.0464 -0.0469 -1% 4 0 Not Checkedz = -5 ft -0.0371 -0.0376 -1% 4 0 Not Checked

z = -10 ft -0.0282 -0.0286 -1% 4 0 Not Checkedz = -40 ft -0.0094 -0.0095 -1% 4 0 Not Checkedz = -80 ft -0.0047 -0.0048 -2% 4 0 Not Checkedz = 0 ft -5.26 -5 5% 3 0 Not Checkedz = -5 ft -4.265 -4.553 -6% 3 0 Not Checked

z = -10 ft -3.127 -3.232 -3% 3 0 Not Checkedz = -40 ft -0.436 -0.435 0% 3 0 Not Checkedz = -80 ft -0.122 -0.115 6% 3 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Uz feet At

x = 0 feet

Vertical stress

ksf At x = 0 feet

Output Parameter

Percent Difference

SAP2000 Result




Uz feet At

x = 0 feet

Vertical stress

ksf At x = 0 feet

Example 4-002











Output Parameter


Percent Difference

SAP2000 Result





Radial Stress ksi

At inner face


face


At inner face

Example 4-002

#VALUE!

Example 4-003



0.1204 0.12035 0% 5 0 Not Checked

45783 45891 0% 0 0 Not Checked

Percent Difference

SAP2000 Result




Radial displ, in At outer edge r

= 20 inRadial stress, psi At inner edge

r = 10 in

Example 4-004



-2126 -2126 0% 0 0 Not Checked

Percent Difference

SAP2000 Result





Average for joint 25 in asolids 13, 14, 21

and 22

Example 5-001

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!With Incompatible Bending Modes

Component SAP2000 Independentsxx 2000 2000 0% 0 0 Not Checkedsyy 2000 2000 0% 0 0 Not Checkedsxy 2000 2000 0% 0 0 Not Checkedtxx 400 400 0% 0 0 Not Checkedtyy 400 400 0% 0 0 Not Checkedtxy 400 400 0% 0 0 Not CheckedUx 0.00089 0.00089 0% 5 0 Not CheckedUy 0.00118 0.00118 0% 5 0 Not CheckedUz 0.00116 0.00116 0% 5 0 Not Checked


Component SAP2000 Independentsxx 2000 2000 0% 0 0 Not Checkedsyy 2000 2000 0% 0 0 Not Checkedsxy 2000 2000 0% 0 0 Not Checkedtxx 400 400 0% 0 0 Not Checkedtyy 400 400 0% 0 0 Not Checkedtxy 400 400 0% 0 0 Not CheckedUx 0.00089 0.00089 0% 5 0 Not CheckedUy 0.00118 0.00118 0% 5 0 Not CheckedUz 0.00116 0.00116 0% 5 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Direct stress lb/in2

Shear stress lb/in2

Jt 8 Displ in

Output Parameter

Percent Difference

SAP2000 Result




Direct stress lb/in2

Shear stress lb/in2

Jt 8 Displ in

Example 5-002

Results Published in the Current Verification Examples Results From Current AnalysesWith Incompatible Bending Modes

Mesh SAP2000 Independent6x1x1 2.926E-05 3.000E-05 -2% 8 0

30x1x1 2.985E-05 3.000E-05 -1% 8 030x4x8 2.984E-05 3.000E-05 -1% 8 06x1x1 2.966E-05 3.000E-05 -1% 8 0

30x1x1 2.985E-05 3.000E-05 -1% 8 030x4x8 2.985E-05 3.000E-05 -1% 8 06x1x1 2.965E-05 3.000E-05 -1% 8 0

30x1x1 2.985E-05 3.000E-05 -1% 8 030x4x8 2.985E-05 3.000E-05 -1% 8 06x1x1 0.1057 0.1081 -2% 4 0

30x1x1 0.1077 0.1081 0% 4 030x4x8 0.1073 0.1081 -1% 4 06x1x1 0.0051 0.1081 -95% 4 0

30x1x1 0.1071 0.1081 -1% 4 030x4x8 0.1069 0.1081 -1% 4 06x1x1 0.0673 0.1081 -38% 4 0

30x1x1 0.1076 0.1081 0% 4 030x4x8 0.1072 0.1081 -1% 4 06x1x1 0.4203 0.4321 -3% 4 0

30x1x1 0.43 0.4321 0% 4 030x4x8 0.4286 0.4321 -1% 4 06x1x1 0.0129 0.4321 -97% 4 0

30x1x1 0.406 0.4321 -6% 4 030x4x8 0.4246 0.4321 -2% 4 06x1x1 0.2276 0.4321 -47% 4 0

30x1x1 0.4257 0.4321 -1% 4 030x4x8 0.428 0.4321 -1% 4 06x1x1 0.0028 0.00341 -18% 5 0

30x1x1 0.00289 0.00341 -15% 5 030x4x8 0.00331 0.00341 -3% 5 06x1x1 0.00172 0.00341 -50% 5 0

30x1x1 0.00276 0.00341 -19% 5 0

Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Case 1 Px

Axial Extension

A - RectangleUx

Average of joints 7, 14, 21 and 28

in

B - Trapezoid

C - Parallelogram


shear and bending

A - RectangleUz


in

B - Trapezoid

C - Parallelogram


shear and bending

A - RectangleUy


in

B - Trapezoid

C - Parallelogram

Load case 4 Twist

A - RectangleUy

Average of absolute values at joints 7, 14,

21 and 28 in

B - Trapezoid

Example 5-002

30x4x8 0.0033 0.00341 -3% 5 06x1x1 0.00255 0.00341 -25% 5 0

30x1x1 0.00288 0.00341 -16% 5 030x4x8 0.00331 0.00341 -3% 5 06x1x1 8.906E-04 9.000E-04 -1% 7 0

30x1x1 8.981E-04 9.000E-04 0% 7 030x4x8 8.955E-04 9.000E-04 0% 7 06x1x1 3.240E-05 9.000E-04 -96% 7 0

30x1x1 8.930E-04 9.000E-04 -1% 7 030x4x8 8.921E-04 9.000E-04 -1% 7 06x1x1 6.369E-04 9.000E-04 -29% 7 0

30x1x1 8.976E-04 9.000E-04 0% 7 030x4x8 8.952E-04 9.000E-04 -1% 7 06x1x1 0.00177 0.0018 -2% 5 0

30x1x1 0.00179 0.0018 -1% 5 030x4x8 0.00179 0.0018 -1% 5 06x1x1 0.00004 0.0018 -98% 5 0

30x1x1 0.00169 0.0018 -6% 5 030x4x8 0.00177 0.0018 -2% 5 06x1x1 0.00112 0.0018 -38% 5 0

30x1x1 0.00178 0.0018 -1% 5 030x4x8 0.00179 0.0018 -1% 5 0

Load case 4 Twist B - Trapezoid

Uy Average of

absolute values at joints 7, 14,

21 and 28 in

C - Parallelogram


A - RectangleUx


21 and 28 in

B - Trapezoid

C - Parallelogram


moment

A - RectangleUx


21 and 28 in

B - Trapezoid

C - Parallelogram

Example 5-002


Mesh SAP2000 Independent6x1x1 2.914E-05 3.000E-05 -3% 8 0

30x1x1 2.982E-05 3.000E-05 -1% 8 030x4x8 2.995E-05 3.000E-05 0% 8 06x1x1 2.915E-05 3.000E-05 -3% 8 0

30x1x1 2.982E-05 3.000E-05 -1% 8 030x4x8 2.995E-05 3.000E-05 0% 8 06x1x1 2.915E-05 3.000E-05 -3% 8 0

30x1x1 2.982E-05 3.000E-05 -1% 8 030x4x8 2.995E-05 3.000E-05 0% 8 06x1x1 0.01 0.1081 -91% 4 0

30x1x1 0.0718 0.1081 -34% 4 030x4x8 0.107 0.1081 -1% 4 06x1x1 0.0028 0.1081 -97% 4 0

30x1x1 0.0452 0.1081 -58% 4 030x4x8 0.1047 0.1081 -3% 4 06x1x1 0.0034 0.1081 -97% 4 0

30x1x1 0.0296 0.1081 -73% 4 030x4x8 0.1016 0.1081 -6% 4 06x1x1 0.0109 0.4321 -97% 4 0

30x1x1 0.1558 0.4321 -64% 4 030x4x8 0.4168 0.4321 -4% 4 06x1x1 0.0045 0.4321 -99% 4 0

30x1x1 0.1345 0.4321 -69% 4 030x4x8 0.4135 0.4321 -4% 4 06x1x1 0.0062 0.4321 -99% 4 0

30x1x1 0.1169 0.4321 -73% 4 030x4x8 0.4084 0.4321 -5% 4 06x1x1 0.0028 0.00341 -18% 5 0

30x1x1 0.00289 0.00341 -15% 5 030x4x8 0.00331 0.00341 -3% 5 06x1x1 0.00159 0.00341 -53% 5 0

30x1x1 0.00183 0.00341 -46% 5 030x4x8 0.00322 0.00341 -6% 5 0

Load Case and Type


Output Parameter

Percent Difference

SAP2000 Result



Case 1 Px

Axial Extension

A - RectangleUx


in

B - Trapezoid

C - Parallelogram


shear and bending

A - RectangleUz


in

B - Trapezoid

C - Parallelogram


shear and bending

A - RectangleUy


in

B - Trapezoid

C - Parallelogram

Load case 4 Twist

A - RectangleUy


21 and 28 in

B - Trapezoid

Example 5-002

6x1x1 0.00108 0.00341 -68% 5 030x1x1 0.0032 0.00341 -6% 5 030x4x8 0.0031 0.00341 -9% 5 06x1x1 8.370E-05 9.000E-04 -91% 7 0

30x1x1 5.983E-04 9.000E-04 -34% 7 030x4x8 8.913E-04 9.000E-04 -1% 7 06x1x1 1.880E-05 9.000E-04 -98% 7 0

30x1x1 3.711E-04 9.000E-04 -59% 7 030x4x8 8.713E-04 9.000E-04 -3% 7 06x1x1 2.520E-05 9.000E-04 -97% 7 0

30x1x1 2.199E-04 9.000E-04 -76% 7 030x4x8 8.417E-04 9.000E-04 -6% 7 06x1x1 0.00005 0.0018 -97% 5 0

30x1x1 0.00065 0.0018 -64% 5 030x4x8 0.00174 0.0018 -3% 5 06x1x1 0.00002 0.0018 -99% 5 0

30x1x1 0.00056 0.0018 -69% 5 030x4x8 0.00172 0.0018 -4% 5 06x1x1 0.00002 0.0018 -99% 5 0

30x1x1 0.00047 0.0018 -74% 5 030x4x8 0.0017 0.0018 -6% 5 0

Load case 4 Twist

Uy Average of

absolute values at joints 7, 14,

21 and 28 in

C - Parallelogram


A - RectangleUx


21 and 28 in

B - Trapezoid

C - Parallelogram


moment

A - RectangleUx


21 and 28 in

B - Trapezoid

C - Parallelogram

Example 5-002

#VALUE!

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 5-002

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked

Example 5-002

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 5-002

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked

Example 5-003


SAP2000 IndependentA - 6x1x1 0.0768 0.0886 -13% 4 0 Not Checked

B - 90x1x1 0.0885 0.0886 0% 4 0 Not Checked

C - 90x4x8 0.0884 0.0886 0% 4 0 Not Checked

A - 6x1x1 0.4062 0.5004 -19% 4 0 Not Checked

B - 90x1x1 0.4773 0.5004 -5% 4 0 Not Checked

C - 90x4x8 0.4945 0.5004 -1% 4 0 Not Checked

Load Case and Type

Model and Mesh

Output Parameter

Percent Difference

SAP2000 Result





Uy, in Average of four corner joints at

tip


Uz, in Average of four corner joints at

tip

Example 5-003

#VALUE!

Example 5-004


SAP2000 Independent

0.005322 0.005429 -2.0% 6 0 Not Checked

0.001719 0.001749 -1.7% 6 0 Not Checked

Load Case and Type

Output Parameter

Percent Difference

SAP2000 Result





Uy, in Average of all

joints at tip


Uz, in Average of all

joints at tip

Example 5-005

Results Published in the Current Verification Examples Results From Current AnalysesUniform Load - 2"x2" Plate - With Incompatible Bending Modes

Mesh Model SAP2000 IndependentSimple 4x4x1 A 0.00000173 0.00000406 -57% 8 0Simple 16x16x1 B 0.00000404 0.00000406 0% 8 0Fixed 4x4x1 F 0.00000036 0.00000126 -71% 8 0Fixed 16x16x1 G 0.00000125 0.00000126 -1% 8 0

Center Concentrated Load - 2"x2" Plate - With Incompatible Bending Modes

Mesh Model SAP2000 IndependentSimple 4x4x1 A 0.00000492 0.00001160 -58% 8 0Simple 16x16x1 B 0.00001150 0.00001160 -1% 8 0Fixed 4x4x1 F 0.00000161 0.00000560 -71% 8 0Fixed 16x16x1 G 0.00000551 0.00000560 -2% 8 0

Uniform Load - 2"x10" Plate - With Incompatible Bending Modes

Mesh SAP2000 IndependentSimple 4x4x1 C 0.00000393 0.00001297 -70% 8 0Simple 16x16x1 D 0.00001293 0.00001297 0% 8 0Simple 16x64x1 E 0.00001295 0.00001297 0% 8 0Fixed 4x4x1 H 0.00000072 0.00000260 -72% 8 0Fixed 16x16x1 I 0.00000260 0.00000260 0% 8 0Fixed 16x64x1 J 0.00000259 0.00000260 0% 8 0

Center Concentrated Load - 2"x10" Plate - With Incompatible Bending Modes

Mesh SAP2000 IndependentSimple 4x4x1 C 0.00000239 0.00001695 -86% 8 0Simple 16x16x1 D 0.00001561 0.00001695 -8% 8 0Simple 16x64x1 E 0.00001682 0.00001695 -1% 8 0Fixed 4x4x1 H 0.00000060 0.00000725 -92% 8 0Fixed 16x16x1 I 0.00000612 0.00000725 -16% 8 0Fixed 16x64x1 J 0.00000711 0.00000725 -2% 8 0

Edge Support

Output Parameter

Percent Difference

SAP2000 Result



Uz, in Center of

plate

Edge Support

Output Parameter

Percent Difference

SAP2000 Result



Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result



Uz, in Center of

plate

Edge Support

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result



Uz, in Center of

plate

Example 5-005

#VALUE!

Not CheckedNot CheckedNot CheckedNot Checked

Not CheckedNot CheckedNot CheckedNot Checked

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked






Example 5-006

Results Published in the Current Verification Examples Results From Current AnalysesVertical Deflection at Center of Free Edge

Angle SAP2000 IndependentSELF N.A. -0.312 -0.3086 1% 4 0 Not CheckedGRAV N.A. -0.312 -0.3086 1% 4 0 Not Checked

Axial Deformations at Support

Angle SAP2000 Independent

SELF 0° 0.0001 0.0004 -2% 4 0 Not Checked

SELF 20° 0.0027 0.003 -2% 4 0 Not Checked

SELF 40° -0.0126 -0.0125 1% 4 0 Not Checked

GRAV 0° 0.0001 0.0004 -2% 4 0 Not Checked

GRAV 20° 0.0027 0.003 -2% 4 0 Not Checked

GRAV 40° -0.0126 -0.0125 1% 4 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uz ft Average of joints

289 and 578

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result




Uy ft Average of joints

1 and 290Uy ft

Average of joints 9 and 298


17 and 306


1 and 290Uy ft

Average of joints 9 and 298


17 and 306

Example 5-006

Results Published in the Current Verification Examples Results From Current AnalysesVertical Deflection at Center of Free Edge


CaseOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00Vertical Displacement at Central Section

Angle SAP2000 Independent

SELF 0° 0.031 0.048 -5% 3 0 Not Checked

SELF 20° -0.091 -0.08 3% 3 0 Not Checked

SELF 40° -0.312 -0.315 -1% 3 0 Not Checked

GRAV 0° 0.031 0.048 -5% 3 0 Not Checked

GRAV 20° -0.091 -0.08 3% 3 0 Not Checked

GRAV 40° -0.312 -0.315 -1% 3 0 Not Checked

Analysis Case

Output Parameter

Percent Difference

SAP2000 Result





273 and 562


281 and 570


289 and 578


273 and 562


281 and 570


289 and 578

Example 5-006

#VALUE!

Example 5-007


Output Parameter Mesh SAP2000 Independent

16x16x1 0.0701 0.094 -25% 4 0 Not Checked

48x48x1 0.093 0.094 -1% 4 0 Not Checked

16x16x1 -0.0701 -0.094 -25% 4 0 Not Checked

48x48x1 -0.093 -0.094 -1% 4 0 Not Checked

Percent Difference

SAP2000 Result




Ux (Point A) ft Average of two joints at Point A

Uy (Point A) ft Average of two joints at Point A

Example 5-007

#VALUE!

Example 5-008











Output Parameter


Percent Difference

SAP2000 Result





Radial Stress ksi

At inner face


face


At inner face

Example 5-008

#VALUE!

Example 5-009



B - By Elements Uz (top center) in 0.16097 0.16564 -2.8% 5 0 Not CheckedA - By Loads 0.3624 0.3681 -1.5% 4 0 Not Checked

B - By Elements 0.352 0.3681 -4.4% 4 0 Not CheckedA - By Loads -1.1227 -1.1163 0.6% 4 0 Not Checked

B - By Elements -1.0931 -1.1163 -2.1% 4 0 Not Checked

Percent Difference

SAP2000 Result





Example 5-009

#VALUE!

Example 5-010


Output Parameter SAP2000 IndependentX-axis 0.891 0.888 0.3% 3 0 Not CheckedY-axis 127.12 127.91 -0.6% 2 0 Not Checked

Buckling About

Percent Difference

SAP2000 Result




Pcr kipsPcr kips

Example 5-011



-733.33 -733.33 0% 2 0 Not Checked

-733.33 -733.33 0% 2 0 Not Checked

Percent Difference

SAP2000 Result




sxx lb/in2 Anywhere in plate

syy lb/in2 Anywhere in plate

Example 5-012



-0.8881 -0.9205 -3.5% 4 0 Not Checked

-0.9177 -0.9205 -0.3% 4 0 Not Checked

-0.1576 -0.1782 -11.6% 4 0 Not Checked

-0.1759 -0.1782 -1.3% 4 0 Not Checked

Model, Mesh and Modulus

Percent Difference

SAP2000 Result




A 50x50x1 (k=30k/ft3)

Uz at center of plate (in)

B 100x100x1 (k=30k/ft3)

C 50x50x1

(k=800k/ft3)

D 100x100x1 (k=800k/ft3)

Example 5-012

#VALUE!

Example 5-013



-2126 -2126 0% 0 0 Not Checked

Percent Difference

SAP2000 Result





Average for joint 83 in solids 27, 28, 35

and 36

Example 6-001


Analysis Case SAP2000 IndependentMHISTA 0.34718 0.34718 0.0% 5 0 Not Checked

DHISTA1 (dt=0.25 sec) 0.34209 0.34718 -1.5% 5 0 Not CheckedDHISTA2 (dt=0.0025 sec) 0.34718 0.34718 0.0% 5 0 Not Checked

MHISTA 2 2 0.0% 4 0 Not CheckedDHISTA1 (dt=0.25 sec) 1.9979 2 -0.1% 4 0 Not Checked

DHISTA2 (dt=0.0025 sec) 2 2 0.0% 4 0 Not Checked

Analysis Case SAP2000 IndependentMHISTB 0.69436 0.69436 0.0% 5 0 Not Checked

DHISTB1 (dt=0.25 sec) 0.68419 0.69436 -1.5% 5 0 Not CheckedDHISTB2 (dt=0.0025 sec) 0.69436 0.69436 0.0% 5 0 Not Checked

MHISTB 0.7403 0.74031 0.0% 5 0 Not CheckedDHISTB1 (dt=0.25 sec) 0.72764 0.74031 -1.7% 5 0 Not Checked

DHISTB2 (dt=0.0025 sec) 0.7403 0.74031 0.0% 5 0 Not Checked

Ramp rise time tr = π secondsOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00

Uz (jt 2) in at t=1 sec


Ramp rise time tr = π/2 secondsOutput

ParameterPercent

DifferenceSAP2000

ResultNumber of



Version 14.00



Example 6-001

#VALUE!

Example 6-002


Analysis Case SAP2000 IndependentNLSTAT1 -60 -60 0.0% 2 0 Not CheckedNLSTAT2 -50 -50 0.0% 2 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Link force at last step (kip)

Example 6-003

Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Results for Model A (Gap Ke = 0 k/in)

Analysis Case SAP2000 IndependentNLMHIST1 -4.534 -4.534 0.0% 3 0 Not CheckedNLSTAT1 -4.534 -4.534 0.0% 3 0 Not CheckedNLDHIST1 -4.534 -4.534 0.0% 3 0 Not CheckedNLMHIST2 3.917 3.917 0.0% 3 0 Not CheckedNLSTAT2 3.917 3.917 0.0% 3 0 Not CheckedNLSTAT3 3.917 3.917 0.0% 3 0 Not CheckedNLDHIST2 3.917 3.917 0.0% 3 0 Not CheckedNLDHIST3 3.917 3.917 0.0% 3 0 Not Checked

Results for Model B (Gap Ke = 200,000 k/in)

Analysis Case SAP2000 IndependentNLMHIST1 -4.534 -4.534 0.0% 3 0 Not CheckedNLSTAT1 -4.534 -4.534 0.0% 3 0 Not CheckedNLDHIST1 -4.534 -4.534 0.0% 3 0 Not CheckedNLMHIST2 3.917 3.917 0.0% 3 0 Not CheckedNLSTAT2 3.917 3.917 0.0% 3 0 Not CheckedNLSTAT3 3.917 3.917 0.0% 3 0 Not CheckedNLDHIST2 3.917 3.917 0.0% 3 0 Not CheckedNLDHIST3 3.917 3.917 0.0% 3 0 Not Checked

Output Parameter

Percent Difference

SAP2000 Result




Link force after full load is

applied (kip)

Link deformation

after full load V is applied

(inch)

Output Parameter

Percent Difference

SAP2000 Result




Link force after full load is

applied (kip)

Link deformation

after full load V is applied

(inch)

Example 6-004


Output Parameter SAP2000 IndependentUz displacement at jt 2 (in) 0.04918 0.04918 0.00% 5 0 Not Checked

Link axial force (kip) 45.886 45.886 0.00% 3 0 Not CheckedFrame axial force (kip) 45.886 45.886 0.00% 3 0 Not Checked

Analysis Case

Percent Difference

SAP2000 Result




NLSTAT1 IterConvTol is

1E-04

Example 6-004

#VALUE!

Example 6-005

Results Published in the Current Verification Examples Results From Current AnalysesResults for Model A


Uz (jt 1) displ at t=0.50 sec (in)NLMHIST1 -0.10488 -0.10488 0.00% 5 0 Not CheckedNLDHIST1 -0.10483 -0.10488 -0.05% 5 0 Not Checked

Uz (jt 1) displ at t=5.00 sec (in)NLMHIST1 -0.88875 -0.88858 0.02% 5 0 Not CheckedNLDHIST1 -0.88835 -0.88858 -0.03% 5 0 Not CheckedNLMHIST1 0.99453 0.99497 -0.04% 5 0 Not CheckedNLDHIST1 0.99454 0.99497 -0.04% 5 0 Not CheckedNLMHIST1 0.99971 1 -0.03% 5 0 Not CheckedNLDHIST1 0.99965 1 -0.03% 5 0 Not Checked

Results for Model B


SS1 1 1 0.00% 5 0 Not Checked

Analysis Case

Percent Difference

SAP2000 Result




Uz (jt 1) displ at t=11.00 sec (in)

Max steady state deformation (in)

Analysis Case

Percent Difference

SAP2000 Result




Max steady state deformation at freq = 1.5915 sec (in)

Example 6-005

#VALUE!

Example 6-006


Output Parameter SAP2000 IndependentMode 1 Period, sec

MODALN.A. 0.438 0.439 0% 3 0 Not Checked

Mode 2 Period, sec N.A. 0.135 0.133 2% 3 0 Not CheckedMode 3 Period, sec N.A. 0.074 0.07 6% 3 0 Not Checked

Maximum Story Drift

MHIST1Level 1 0.734 0.75 -2% 3 0 Not CheckedLevel 2 0.877 0.947 -7% 3 0 Not CheckedLevel 3 0.538 0.608 -12% 3 0 Not Checked

NLMHIST1Level 1 0.764 0.75 2% 3 0 Not CheckedLevel 2 0.879 0.947 -7% 3 0 Not CheckedLevel 3 0.524 0.608 -14% 3 0 Not Checked

DHIST1Level 1 0.764 0.75 2% 3 0 Not CheckedLevel 2 0.879 0.947 -7% 3 0 Not CheckedLevel 3 0.524 0.608 -14% 3 0 Not Checked

NLDHIST1Level 1 0.764 0.75 2% 3 0 Not CheckedLevel 2 0.879 0.947 -7% 3 0 Not CheckedLevel 3 0.524 0.608 -14% 3 0 Not Checked

Minimum Story Drift

MHIST1Level 1 -0.589 -0.615 -4% 3 0 Not CheckedLevel 2 -0.789 -0.878 -10% 3 0 Not CheckedLevel 3 -0.551 -0.629 -12% 3 0 Not Checked

NLMHIST1Level 1 -0.639 -0.615 4% 3 0 Not CheckedLevel 2 -0.807 -0.878 -8% 3 0 Not CheckedLevel 3 -0.526 -0.629 -16% 3 0 Not Checked

DHIST1Level 1 -0.638 -0.615 4% 3 0 Not CheckedLevel 2 -0.806 -0.878 -8% 3 0 Not CheckedLevel 3 -0.526 -0.629 -16% 3 0 Not Checked

NLDHIST1Level 1 -0.638 -0.615 4% 3 0 Not CheckedLevel 2 -0.806 -0.878 -8% 3 0 Not CheckedLevel 3 -0.526 -0.629 -16% 3 0 Not Checked

Analysis Case

Story Level

Percent Difference

SAP2000 Result




Example 6-006


Output Parameter SAP2000 IndependentAnalysis

CaseStory Level

Percent Difference

SAP2000 Result





MHIST1Level 1 0.256 0.324 -21% 3 0 Not CheckedLevel 2 0.204 0.248 -18% 3 0 Not CheckedLevel 3 0.112 0.136 -18% 3 0 Not Checked

NLMHIST1Level 1 0.291 0.324 -10% 3 0 Not CheckedLevel 2 0.223 0.248 -10% 3 0 Not CheckedLevel 3 0.121 0.136 -11% 3 0 Not Checked

DHIST1Level 1 0.276 0.324 -15% 3 0 Not CheckedLevel 2 0.223 0.248 -10% 3 0 Not CheckedLevel 3 0.121 0.136 -11% 3 0 Not Checked

NLDHIST1Level 1 0.291 0.324 -10% 3 0 Not CheckedLevel 2 0.223 0.248 -10% 3 0 Not CheckedLevel 3 0.121 0.136 -11% 3 0 Not Checked

MHIST1Level 1 -0.208 -0.322 -35% 3 0 Not CheckedLevel 2 -0.19 -0.28 -32% 3 0 Not CheckedLevel 3 -0.122 -0.174 -30% 3 0 Not Checked

NLMHIST1Level 1 -0.271 -0.322 -16% 3 0 Not CheckedLevel 2 -0.239 -0.28 -15% 3 0 Not CheckedLevel 3 -0.144 -0.174 -17% 3 0 Not Checked

DHIST1Level 1 -0.234 -0.322 -27% 3 0 Not CheckedLevel 2 -0.238 -0.28 -15% 3 0 Not CheckedLevel 3 -0.143 -0.174 -18% 3 0 Not Checked

NLDHIST1Level 1 -0.271 -0.322 -16% 3 0 Not CheckedLevel 2 -0.239 -0.28 -15% 3 0 Not CheckedLevel 3 -0.144 -0.174 -17% 3 0 Not Checked

Analysis Case

Story Level

Percent Difference

SAP2000 Result




Maximum Normalized Story Shear

Minimum Normalized Story Shear

Example 6-006

#VALUE!

Example 6-007


Output Parameter SAP2000 IndependentMode 1 Period, sec

MODALN.A. 0.438 0.439 0% 3 0 Not Checked

Mode 2 Period, sec N.A. 0.135 0.133 2% 3 0 Not CheckedMode 3 Period, sec N.A. 0.074 0.07 6% 3 0 Not Checked

Maximum Story Drift

NLMHIST1Level 1 0.542 0.526 3% 3 0 Not CheckedLevel 2 0.589 0.631 -7% 3 0 Not CheckedLevel 3 0.313 0.323 -3% 3 0 Not Checked

NLDHIST1Level 1 0.543 0.526 3% 3 0 Not CheckedLevel 2 0.588 0.631 -7% 3 0 Not CheckedLevel 3 0.312 0.323 -3% 3 0 Not Checked

Minimum Story Drift

NLMHIST1Level 1 -0.61 -0.572 7% 3 0 Not CheckedLevel 2 -0.719 -0.746 -4% 3 0 Not CheckedLevel 3 -0.424 -0.488 -13% 3 0 Not Checked

NLDHIST1Level 1 -0.61 -0.572 7% 3 0 Not CheckedLevel 2 -0.719 -0.746 -4% 3 0 Not CheckedLevel 3 -0.424 -0.488 -13% 3 0 Not Checked


NLMHIST1Level 1 0.302 0.287 5% 3 0 Not CheckedLevel 2 0.223 0.216 3% 3 0 Not CheckedLevel 3 0.119 0.115 3% 3 0 Not Checked

NLDHIST1Level 1 0.302 0.287 5% 3 0 Not CheckedLevel 2 0.222 0.216 3% 3 0 Not CheckedLevel 3 0.119 0.115 3% 3 0 Not Checked

NLMHIST1Level 1 -0.364 -0.363 0% 3 0 Not CheckedLevel 2 -0.294 -0.285 3% 3 0 Not CheckedLevel 3 -0.173 -0.177 -2% 3 0 Not Checked

NLDHIST1Level 1 -0.364 -0.363 0% 3 0 Not CheckedLevel 2 -0.294 -0.285 3% 3 0 Not CheckedLevel 3 -0.172 -0.177 -3% 3 0 Not Checked

Analysis Case

Story Level

Percent Difference

SAP2000 Result




Analysis Case

Story Level

Percent Difference

SAP2000 Result




Maximum Normalized Story Shear

Minimum Normalized Story Shear

Example 6-007

#VALUE!

Example 6-008


Output Parameter SAP2000 Independent0.20 in NLSTAT1 16.836 16.836 0% 3 00.80 in NLSTAT1 43.915 43.915 0% 3 09.60 in NLSTAT1 141 141 0% 3 09.60 in NLSTAT2 105 105 0% 3 08.60 in NLSTAT2 48.438 48.438 0% 3 0-9.60 in NLSTAT2 -141 -141 0% 3 0

Link Deformation

Analysis Case

Percent Difference

SAP2000 Result



Link force at specified deformation for

specified analysis case (kips)

Example 6-008

#VALUE!



Example 6-009


Output Parameter SAP2000 Independent1.2 in NLSTAT1 30 30 0% 2 04.2 in NLSTAT1 61 61 0% 2 012 in NLSTAT1 76 76 0% 2 0

11.52 in NLSTAT2 64 64 0% 2 09.6 in NLSTAT2 10 10 0% 2 02.4 in NLSTAT2 -36 -36 0% 2 0-12 in NLSTAT2 -52.25 -52.25 0% 2 0

Link Deformation

Analysis Case

Percent Difference

SAP2000 Result



Link force at specified deformation for

specified analysis case (kips)

Example 6-009

#VALUE!

Not CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot CheckedNot Checked


Example 6-010

Results Published in the Current Verification Examples Results From Current Analyses ###


Ux Max NLMHIST1 3.521 3.494 1% 3 0 Not CheckedNLDHIST1 3.418 3.494 -2% 3 0 Not Checked

Ux Min NLMHIST1 -2.875 -2.804 3% 3 0 Not CheckedNLDHIST1 -2.76 -2.804 -2% 3 0 Not Checked

Uy Max NLMHIST1 2.642 2.538 4% 3 0 Not CheckedNLDHIST1 2.695 2.538 6% 3 0 Not Checked

Uy Min NLMHIST1 -2.167 -2.029 7% 3 0 Not CheckedNLDHIST1 -2.182 -2.029 8% 3 0 Not Checked

Rz Max NLMHIST1 0.0008 0.00075 7% 5 0 Not CheckedNLDHIST1 0.00068 0.00075 -9% 5 0 Not Checked

Rz Min NLMHIST1 -0.00077 -0.00076 1% 5 0 Not CheckedNLDHIST1 -0.00073 -0.00076 -4% 5 0 Not Checked

Fx Max NLMHIST1 1854 1818 2% 0 0 Not CheckedNLDHIST1 1761 1818 -3% 0 0 Not Checked

Fx Min NLMHIST1 -2109 -2089 1% 0 0 Not CheckedNLDHIST1 -2051 -2089 -2% 0 0 Not Checked

Ux Max NLMHIST1 65.76 67.73 -3% 2 0 Not CheckedNLDHIST1 67.82 67.73 0% 2 0 Not Checked


Uy Max NLMHIST1 70.36 64.96 8% 2 0 Not CheckedNLDHIST1 70.36 64.96 8% 2 0 Not Checked

Uy Min NLMHIST1 -58.35 -57.78 1% 2 0 Not CheckedNLDHIST1 -56.99 -57.78 -1% 2 0 Not Checked

Fx Max NLMHIST1 48.66 48.17 1% 2 0 Not CheckedNLDHIST1 47.14 48.17 -2% 2 0 Not Checked

Fx Min NLMHIST1 -43.55 -42.68 2% 2 0 Not CheckedNLDHIST1 -41.04 -42.68 -4% 2 0 Not Checked

Fy Max NLMHIST1 36.65 36.38 1% 2 0 Not CheckedNLDHIST1 35.31 36.38 -3% 2 0 Not Checked

Fy Min NLMHIST1 -30.91 -30.54 1% 2 0 Not CheckedNLDHIST1 -30.41 -30.54 0% 2 0 Not Checked

Dir and Max/Min

Analysis Case

Percent Difference

SAP2000 Result




Level 8 displacement relative to isolation

system (in)

Level 8 rotation relative to isolation system

(rad)

Base shear in the X direction (kip)

Level 3 (jt 57) absolute acceleration (in/sec2)

Isolator 23 shear force (kip)

Example 6-010

Results Published in the Current Verification Examples Results From Current Analyses ###

Output Parameter SAP2000 IndependentDir and Max/Min

Analysis Case

Percent Difference

SAP2000 Result




Ux Max NLMHIST1 7.935 7.845 1% 3 0 Not CheckedNLDHIST1 7.611 7.845 -3% 3 0 Not Checked


Uy Max NLMHIST1 6.247 6.15 2% 3 0 Not CheckedNLDHIST1 5.93 6.15 -4% 3 0 Not Checked

Uy Min NLMHIST1 -4.419 -4.304 3% 3 0 Not CheckedNLDHIST1 -4.303 -4.304 0% 3 0 Not Checked

Isolator 23 deformation (in)

Example 6-010

4.0 2.0 0 0 0

Example 6-011


Output Parameter Model SAP2000 Independent

A

NLMHIST1A -2.02 -2.053 -2% 3 0 Not CheckedNLMHIST2A -2.034 -2.053 -1% 3 0 Not CheckedNLMHIST3A -2.145 -2.053 4% 3 0 Not CheckedNLDHIST1A -1.883 -2.053 -8% 3 0 Not Checked

BNLMHIST1B -2.016 -2.053 -2% 3 0 Not CheckedNLMHIST2B -2.081 -2.053 1% 3 0 Not CheckedNLDHIST1B -1.988 -2.053 -3% 3 0 Not Checked

A

NLMHIST1A 1.982 2.043 -3% 3 0 Not CheckedNLMHIST2A 1.981 2.043 -3% 3 0 Not CheckedNLMHIST3A 2 2.043 -2% 3 0 Not CheckedNLDHIST1A 1.899 2.043 -7% 3 0 Not Checked

BNLMHIST1B 1.996 2.043 -2% 3 0 Not CheckedNLMHIST2B 2.021 2.043 -1% 3 0 Not CheckedNLDHIST1B 1.963 2.043 -4% 3 0 Not Checked

A

NLMHIST1A -0.25 -0.245 2% 3 0 Not CheckedNLMHIST2A -0.251 -0.245 2% 3 0 Not CheckedNLMHIST3A -0.253 -0.245 3% 3 0 Not CheckedNLDHIST1A -0.23 -0.245 -6% 3 0 Not Checked

BNLMHIST1B -0.26 -0.245 6% 3 0 Not CheckedNLMHIST2B -0.263 -0.245 7% 3 0 Not CheckedNLDHIST1B -0.253 -0.245 3% 3 0 Not Checked

A

NLMHIST1A 0.253 0.248 2% 3 0 Not CheckedNLMHIST2A 0.258 0.248 4% 3 0 Not CheckedNLMHIST3A 0.269 0.248 8% 3 0 Not CheckedNLDHIST1A 0.255 0.248 3% 3 0 Not Checked


Analysis Case

Percent Difference

SAP2000 Result




Minimum Level 1 Displacement (in)

Maximum Level 1 Displacement (in)

Minimum Base Shear/Weight

Maximum Base Shear/Weight

Example 6-011


Output Parameter Model SAP2000 IndependentAnalysis

CasePercent

DifferenceSAP2000

ResultNumber of



Version 14.00

A

NLMHIST1A -1.799 -1.686 7% 3 0 Not CheckedNLMHIST2A -1.814 -1.686 8% 3 0 Not CheckedNLMHIST3A -1.956 -1.686 16% 3 0 Not CheckedNLDHIST1A -1.681 -1.686 0% 3 0 Not Checked


A

NLMHIST1A 1.961 1.909 3% 3 0 Not CheckedNLMHIST2A 1.976 1.909 4% 3 0 Not CheckedNLMHIST3A 2.013 1.909 5% 3 0 Not CheckedNLDHIST1A 1.872 1.909 -2% 3 0 Not Checked

BNLMHIST1B 1.982 1.909 4% 3 0 Not CheckedNLMHIST2B 2.004 1.909 5% 3 0 Not CheckedNLDHIST1B 1.947 1.909 2% 3 0 Not Checked

A

NLMHIST1A -5.672 -6.872 -17% 3 0 Not CheckedNLMHIST2A -5.724 -6.872 -17% 3 0 Not CheckedNLMHIST3A -5.939 -6.872 -14% 3 0 Not CheckedNLDHIST1A -5.238 -6.872 -24% 3 0 Not Checked

BNLMHIST1B -5.671 -6.872 -17% 3 0 Not CheckedNLMHIST2B -5.834 -6.872 -15% 3 0 Not CheckedNLDHIST1B -5.535 -6.872 -19% 3 0 Not Checked

A

NLMHIST1A 0.911 1.183 -23% 3 0 Not CheckedNLMHIST2A 0.904 1.183 -24% 3 0 Not CheckedNLMHIST3A 3.29 1.183 178% 3 0 Not CheckedNLDHIST1A 1.046 1.183 -12% 3 0 Not Checked


Exterior Isolator (Joints 1 and 33) Minimum

Deformation (in)

Exterior Isolator (Joints 1 and 33) Maximum

Deformation (in)

Exterior Isolator (Joints 1 and 33) Minimum Shear Force (kip)

Exterior Isolator (Joints 1 and 33) Maximum

Shear Force (kip)

Example 6-011


Output Parameter Model SAP2000 IndependentAnalysis

CasePercent

DifferenceSAP2000

ResultNumber of



Version 14.00

A

NLMHIST1A -1.924 -1.796 7% 3 0 Not CheckedNLMHIST2A -1.94 -1.796 8% 3 0 Not CheckedNLMHIST3A -1.956 -1.796 9% 3 0 Not CheckedNLDHIST1A -1.79 -1.796 0% 3 0 Not Checked


A

NLMHIST1A 1.854 1.786 4% 3 0 Not CheckedNLMHIST2A 1.853 1.786 4% 3 0 Not CheckedNLMHIST3A 1.873 1.786 5% 3 0 Not CheckedNLDHIST1A 1.77 1.786 -1% 3 0 Not Checked


A

NLMHIST1A -3.493 -3.498 0% 3 0 Not CheckedNLMHIST2A -3.564 -3.498 2% 3 0 Not CheckedNLMHIST3A -3.802 -3.498 9% 3 0 Not CheckedNLDHIST1A -3.292 -3.498 -6% 3 0 Not Checked

BNLMHIST1B -3.586 -3.498 3% 3 0 Not CheckedNLMHIST2B -3.504 -3.498 0% 3 0 Not CheckedNLDHIST1B -3.382 -3.498 -3% 3 0 Not Checked

A

NLMHIST1A 3.909 3.346 17% 3 0 Not CheckedNLMHIST2A 3.973 3.346 19% 3 0 Not CheckedNLMHIST3A 4.411 3.346 32% 3 0 Not CheckedNLDHIST1A 3.942 3.346 18% 3 0 Not Checked


Interior Isolator (Joints 2 and 34) Minimum

Deformation (in)

Interior Isolator (Joints 2 and 34) Maximum

Deformation (in)

Interior Isolator (Joints 2 and 34) Minimum Shear Force (kip)

Interior Isolator (Joints 2 and 34) Maximum

Shear Force (kip)

Example 6-011

#VALUE!

Example 6-012


Link Deformation SAP2000 Independent

0.12 HzU1 Real (in) 1.05947 1.05947 0.00% 5 0 Not Checked

U1 Imaginary (in) -0.00674 -0.00674 0.00% 5 0 Not CheckedU1 Magnitude (in) 1.05949 1.05949 0.00% 5 0 Not Checked





Loading Frequency

Percent Difference

SAP2000 Result




Example 6-012

#VALUE!

Example 7-001


Cable Load Case SAP2000 Independent

C1DEADTEMP Ux (jt. 2) (ft) 4258491 4170000 2% 0 0 Not CheckedDEADTEMP Uz (jt. 2) (ft) -2555045 -2511000 2% 0 0 Not Checked

C2DISP1 Ux (jt. 2) (ft) 504.1 504.0 0% 1 0 Not CheckedDISP1 Uz (jt. 2) (ft) -328.9 -328.8 0% 1 0 Not Checked

C3DISP2 Ux (jt. 2) (ft) 22.15 22.15 0% 2 0 Not CheckedDISP2 Uz (jt. 2) (ft) 15.73 15.73 0% 2 0 Not Checked




Output Parameter

Percent Difference

SAP2000 Result




Example 7-001

#VALUE!

Example 7-002


SAP2000 IndependentComb1 Ux (jt. 2) (ft) -2.819 -2.819 0% 3 0 Not CheckedComb1 Uz (jt. 2) (ft) -18.457 -18.457 0% 3 0 Not Checked

Load Case

Output Parameter

Percent Difference

SAP2000 Result




Example 7-003


SAP2000 IndependentPoint Ux (jt. 1) (ft) -0.1328 -0.1328 0.0% 4 0 Not CheckedPoint Uy (jt. 1) (ft) -0.1328 -0.1328 0.0% 4 0 Not CheckedPoint Uz (jt. 1) (ft) -1.4745 -1.4764 -0.1% 4 0 Not Checked

Load Case

Output Parameter

Percent Difference

SAP2000 Result




Documents

Copy of SAP2000 Verification 1400