Verification Control Page 1 of 241 SAP2000 Verification Problems Filename: #VALUE! Verif manual version: 14.00 Solver: Force Standard Path to Sap2000.exe: C:\Program Files\Computers and Structures\SAP2000 14\sap.exe Delete Files No Path to data files: C:\Program Files\Computers and Structures\SAP2000 14\verification32 Bit: Default Last checked: Monday, Apr 9 2012, 1:59 PM Process: Default Problem Title 1 - Frame #VALUE! General Loading Yes No 1 - Frame #VALUE! Temperature Loading Yes No 1 - Frame #VALUE! Distributed and Concentrated Moments Yes No 1 - Frame #VALUE! Rotated Local Axes Yes No 1 - Frame #VALUE! Displacement Loading Yes No 1 - Frame #VALUE! Non-Prismatic Sections and Automatic Frame Subdivision Yes No 1 - Frame #VALUE! End Releases Yes No 1 - Frame #VALUE! Partial Fixity End Releases Yes No 1 - Frame #VALUE! Prestress Applied to Frame Objects Yes No 1 - Frame #VALUE! End Offsets Yes No 1 - Frame #VALUE! Insertion Point Yes No 1 - Frame #VALUE! No Tension and No Compression Frame Objects Yes No 1 - Frame #VALUE! Simply Supported Beam on Elastic Foundation Yes No 1 - Frame #VALUE! Eigenvalue Problem Yes No 1 - Frame #VALUE! Steady State Harmonic Loads Yes No 1 - Frame #VALUE! Tension Stiffening Using P-Delta Analysis Yes No 1 - Frame #VALUE! Vibration of a String Under Tension Yes No 1 - Frame #VALUE! Bending, Shear and Axial Deformations in a Rigid Frame Yes No 1 - Frame #VALUE! Buckling of a Rigid Frame Yes No 1 - Frame #VALUE! Response Spectrum Analysis of a Two-Dimensional Rigid Frame Yes No 1 - Frame #VALUE! Bathe and Wilson Eigenvalue Problem Yes No 1 - Frame #VALUE! Two-Dimensional Moment Frame with Static and Dynamic Loads Yes No 1 - Frame #VALUE! ASME Eigenvalue Problem Yes No Problem Class Problem Number Run This Problem Check This Problem
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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
Verification Control
Page 2 of 187
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
Verification Control
Page 3 of 187
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
Verification Control
Page 4 of 187
User Switches (Overrides Cells E2 thru E5):
(Applies to analysis files only, not input or output files)
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 5-012a.sdb Analysis successful with 0 warnings (4/19/2009 10:10:19 PM) Data exported to Example 5-012a.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 5-012b.sdb Analysis successful with 0 warnings (4/19/2009 10:13:47 PM) Data exported to Example 5-012b.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 5-013.sdb Analysis successful with 0 warnings (4/19/2009 10:18:36 PM) Data exported to Example 5-013.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-001.sdb Analysis successful with 0 warnings (4/19/2009 10:21:28 PM) Data exported to Example 6-001.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-002.sdb Analysis successful with 0 warnings (4/19/2009 10:21:41 PM) Data exported to Example 6-002.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-003a.sdb Analysis successful with 0 warnings (4/19/2009 10:25:18 PM) Data exported to Example 6-003a.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-003b.sdb Analysis successful with 0 warnings (4/19/2009 10:28:41 PM) Data exported to Example 6-003b.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-004.sdb Analysis successful with 0 warnings (4/19/2009 10:28:51 PM) Data exported to Example 6-004.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-005a.sdb Analysis successful with 0 warnings (4/19/2009 10:41:38 PM) Data exported to Example 6-005a.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-005b.sdb Analysis successful with 0 warnings (4/19/2009 10:41:48 PM) Data exported to Example 6-005b.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-006.sdb Analysis successful with 0 warnings (4/19/2009 10:55:46 PM) Data exported to Example 6-006.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-007.sdb Analysis successful with 0 warnings (4/19/2009 11:14:16 PM) Data exported to Example 6-007.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-008.sdb Analysis successful with 0 warnings (4/19/2009 11:16:45 PM) Data exported to Example 6-008.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-009.sdb Analysis successful with 0 warnings (4/19/2009 11:17:23 PM) Data exported to Example 6-009.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 6-010.sdb Analysis successful with 0 warnings (4/19/2009 11:21:18 PM) Data exported to Example 6-010.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
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 7-001.sdb Analysis successful with 0 warnings (4/20/2009 1:43:14 AM) Data exported to Example 7-001.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 7-002.sdb Analysis successful with 0 warnings (4/20/2009 1:43:24 AM) Data exported to Example 7-002.mdb
C:\Verification\v14.0.0_I\go32_oop_adv_xls\Example 7-003.sdb Analysis successful with 0 warnings (4/20/2009 1:43:50 AM) Data exported to Example 7-003.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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Load Case
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-003
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Load Case
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-007
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-008
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Load Output Parameter SAP2000 Independent1 Uz (cantilever tip) in -0.8036 -0.8036 0.00% 4 0 Not Checked
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-009
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-010
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-010
#VALUE!
Example 1-011
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-012
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-013
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-014
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Period for Mode 5 which is the third mode for bending about the Z axis,
seconds
Example 1-015
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
SS1 - Undamped steady state
MHIST1 - Periodic time history using 5 modes
Example 1-015
#VALUE!
Example 1-016
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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:
Model and Num Elems.
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Model and Num Elems.
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-018
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Results Published in the Current Verification Examples Results From Current Analyses
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Load Case
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-022
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-022
#VALUE!
Example 1-023
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-023
#VALUE!
Example 1-024
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-024
#VALUE!
Example 1-025
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Force P (free end) kips 80 80 0.00% 0 0 Not Checked
Uz (free end) in 1.3847 1.3847 0.00% 4 0 Not Checked
Ry (free end) rad -0.0411 -0.0411 0.00% 4 0 Not Checked
Force P (free end) kips 20 20 0.00% 0 0 Not Checked
Uz (free end) in 1.7612 1.3662 28.91% 4 0 Not Checked
Ry (free end) rad -0.0567 -0.0403 40.69% 4 0 Not Checked
Model B
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
Force P (free end) kips 80 80 0.00% 0 0 Not Checked
Analysis Case and Point/Step
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
NLSTAT1 (Pt 1, Step 1)NLSTAT1
(Pt 1, Step 1)NLSTAT1
(Pt 1, Step 1)NLSTAT1
(Pt 2, Step 6)NLSTAT1
(Pt 2, Step 6)NLSTAT1
(Pt 2, Step 6)NLSTAT1
(Pt 2, Step 7)NLSTAT1
(Pt 2, Step 7)NLSTAT1
(Pt 2, Step 7)
Analysis Case and Point/Step
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version End
ReleasesNLSTAT1
(Pt 1, Step 1)NLSTAT1
(Pt 1, Step 1)NLSTAT1
(Pt 1, Step 1)NLSTAT1
(Pt 2, Step 6)
Example 1-026
Uz (free end) in 1.3847 1.3847 0.00% 4 0 Not Checked
Ry (free end) rad -0.0411 -0.0411 0.00% 4 0 Not Checked
Force P (free end) kips 20 20 0.00% 0 0 Not Checked
Uz (free end) in 1.3701 1.3662 0.29% 4 0 Not Checked
Ry (free end) rad -0.0404 -0.0403 0.25% 4 0 Not Checked
NLSTAT1 (Pt 2, Step 6)NLSTAT1
(Pt 2, Step 6)NLSTAT1
(Pt 2, Step 7)NLSTAT1
(Pt 2, Step 7)NLSTAT1
(Pt 2, Step 7)
Example 1-026
#VALUE!
Example 1-027
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Output Parameter SAP2000 Independent
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
Uz (jt 2) in -0.43617 -0.43617 0.00% 5 0 Not Checked
Results Published in the Current Verification Examples Results From Current Analyses
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
Model and Num Elems.
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 1-029
#VALUE!
Example 1-030
Results Published in the Current Verification Examples Results From Current Analyses
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
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Analysis Case
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 2-002
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Model A Thin 6x1 mesh
Load case IN In-plane
Uy Average of jts 7 and 14
in
Load case OUT Out-of-plane
Uz Average of jts 7 and 14
in
Model A Thick 6x1 mesh
Load case IN In-plane
Uy Average of jts 7 and 14
in
Load case OUT Out-of-plane
Uz Average of jts 7 and 14
in
Model A Thin 6x1 mesh
Load case IN In-plane
Uy Average of jts 7 and 14
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
Results Published in the Current Verification Examples Results From Current Analyses
SAP2000 IndependentModel and
MeshLoad Case and
TypeOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Load case IN In-plane
Uy Average of jts 7 and 14
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
Load case OUT Out-of-plane
Uz Average of jts 7 and 14
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
Results Published in the Current Verification Examples Results From Current Analyses
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Thin 12x2 mesh
Load case IN In-plane
Uy Average of
jts 13, 26, 39 in
Load case OUT Out-of-plane
Uz Average of
jts 13, 26, 39 in
Thick 12x2
mesh
Load case IN In-plane
Uy Average of
jts 13, 26, 39 in
Load case OUT Out-of-plane
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz, in Center of
plate
Edge Support
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
Version 14.00Thin Plate Option - Twisting Moments at Support
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option - Vertical Deflection at Center of Free Edge
Angle SAP2000 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
Version 14.00Thin Plate Option - Longitudinal Moments at Central Section
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option - Vertical Deflection at Center of Free Edge
Angle SAP2000 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Analysis Case
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
Version 14.00Thick Plate Option - Twisting Moments at Support
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option - Vertical Deflection at Center of Free Edge
Angle SAP2000 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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 IndependentAnalysis
CaseOutput
ParameterPercent
DifferenceSAP2000
ResultNumber of
Decimal PlacesResult for
Comparison% Diff From
Version 14.00Thick Plate Option - Longitudinal Moments at Central Section
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin Plate Option
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Analysis Case
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Period Mode 1 sec
Period Mode 2 sec
Period Mode 3 sec
Period Mode 4 sec
Period Mode 5 sec
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 2-009
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
A (k=30k/ft3) Uz at center of plate (in)B (k=800k/ft3)
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
A (k=30k/ft3) Uz at center of plate (in)B (k=800k/ft3)
Example 2-009
#VALUE!
Example 2-010
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin 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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
A Thick Plate
Uz at outer edge Bending Deflection
in
A Thin Plate
Uz at outer edge Bending Deflection
in
B Thick Plate with
shear stiffness modifiers
Uz at outer edge Bending Deflection
in
Example 2-012
#VALUE!
Example 2-013
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin 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
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Plate Option
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
* Isotropic model uses area object stiffness modifiers to mimic orthotropic behavior
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz (center) in
A - OrthotropicB - Isotropic*
M11 (jt A) k-in/in
A - OrthotropicB - Isotropic*
M22 (jt A) k-in/in
A - OrthotropicB - Isotropic*
M11 (jt B) k-in/in
A - OrthotropicB - Isotropic*
M22 (jt B) k-in/in
A - OrthotropicB - Isotropic*
Plate Option
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz (center) in
A - OrthotropicB - Isotropic*
M11 (jt A) k-in/in
A - OrthotropicB - Isotropic*
M22 (jt A) k-in/in
A - OrthotropicB - Isotropic*
M11 (jt B) k-in/in
A - OrthotropicB - Isotropic*
M22 (jt B) k-in/in
A - OrthotropicB - Isotropic*
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
* Isotropic model uses area object stiffness modifiers to mimic orthotropic behavior
Plate Option
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz (center) in
C - OrthotropicD - Isotropic*
M11 (jt A) k-in/in
C - OrthotropicD - Isotropic*
M22 (jt A) k-in/in
C - OrthotropicD - Isotropic*
M11 (jt B) k-in/in
C - OrthotropicD - Isotropic*
M22 (jt B) k-in/in
C - OrthotropicD - Isotropic*
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
τcr k/in2
σcr k/in2
Example 2-017
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Pcr kipsPcr kips
Example 2-018
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Example 2-019
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!Thin Plate Option
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 -56.55 -56.549 0.0% 3 0 Not CheckedUx (jt 4) in 63.646 63.662 0.0% 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 -56.574 -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 -56.55 -56.549 0.0% 3 0 Not CheckedUx (jt 4) in 63.646 63.662 0.0% 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
Model and Mesh
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
A 1x4
B 1x16
C 1x64
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
A 1x4
B 1x16
C 1x64
Example 2-020
Results Published in the Current Verification Examples Results From Current AnalysesThin Plate Option
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
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 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
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Model A 6x1 mesh Uy
Average of jts 7 and 14
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
A, v = 0.3, 5x1x1 0.138 0.075 84% 3 0 Not CheckedB, v = 0.49, 5x1x1 0.26 0.123 111% 3 0 Not Checked
C, v = 0.499, 5x1x1 0.268 0.125 114% 3 0 Not CheckedD, v = 0.4999, 5x1x1 0.268 0.125 114% 3 0 Not CheckedE, v = 0.49, 20x1x1 0.165 0.123 34% 3 0 Not CheckedF, v = 0.49, 160x1x1 0.144 0.123 17% 3 0 Not Checked
Plane Stress
SAP2000 IndependentA, v = 0.3, 5x1x1 0.00461 0.00465 -1% 6 0 Not Checked
B, v = 0.49, 5x1x1 0.005168 0.00522 -1% 6 0 Not CheckedC, v = 0.499, 5x1x1 0.005194 0.005247 -1% 6 0 Not Checked
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Model, Poisson's Ratio and Mesh
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Radial Displ in At inner face
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
A, v = 0.3, 5x1x1 -0.819 -1 -18% 3 0 Not CheckedB, v = 0.49, 5x1x1 -0.818 -1 -18% 3 0 Not Checked
C, v = 0.499, 5x1x1 -0.818 -1 -18% 3 0 Not CheckedD, v = 0.4999, 5x1x1 -0.818 -1 -18% 3 0 Not CheckedE, v = 0.49, 20x1x1 -0.938 -1 -6% 3 0 Not CheckedF, v = 0.49, 160x1x1 -0.96 -1 -4% 3 0 Not Checked
A, v = 0.3, 5x1x1 1.259 1.25 1% 3 0 Not CheckedB, v = 0.49, 5x1x1 1.285 1.25 3% 3 0 Not Checked
C, v = 0.499, 5x1x1 1.286 1.25 3% 3 0 Not CheckedD, v = 0.4999, 5x1x1 1.287 1.25 3% 3 0 Not CheckedE, v = 0.49, 20x1x1 1.253 1.25 0% 3 0 Not CheckedF, v = 0.49, 160x1x1 1.244 1.25 0% 3 0 Not Checked
Radial Displ in At inner face
Radial Stress ksi
At inner face
Tangential Stress ksi At inner
face
Example 3-004
#VALUE!
Example 3-005
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Output Parameter SAP2000 Independent
-2126 -2126 0% 0 0 Not Checked
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz feet At
x = 0 feet
Vertical stress
ksf At x = 0 feet
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Uz feet At
x = 0 feet
Vertical stress
ksf At x = 0 feet
Example 4-002
Results Published in the Current Verification Examples Results From Current AnalysesWith Incompatible Bending Modes Option
SAP2000 IndependentA, v = 0.3, 5x1x1 0.004538 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 0.004989 0.00506 -1% 6 0 Not Checked
D, v = 0.4999, 5x1x1 0.004991 0.005062 -1% 6 0 Not CheckedE, v = 0.49, 20x1x1 0.005035 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 -0.834 -1 -17% 3 0 Not CheckedB, v = 0.49, 5x1x1 -0.833 -1 -17% 3 0 Not Checked
C, v = 0.499, 5x1x1 -0.833 -1 -17% 3 0 Not CheckedD, v = 0.4999, 5x1x1 -0.833 -1 -17% 3 0 Not CheckedE, v = 0.49, 20x1x1 -0.954 -1 -5% 3 0 Not CheckedF, v = 0.49, 160x1x1 -0.994 -1 -1% 3 0 Not Checked
A, v = 0.3, 5x1x1 1.293 1.25 3% 3 0 Not CheckedB, v = 0.49, 5x1x1 1.364 1.25 9% 3 0 Not Checked
C, v = 0.499, 5x1x1 1.369 1.25 10% 3 0 Not CheckedD, v = 0.4999, 5x1x1 1.369 1.25 10% 3 0 Not CheckedE, v = 0.49, 20x1x1 1.291 1.25 3% 3 0 Not CheckedF, v = 0.49, 160x1x1 1.256 1.25 0% 3 0 Not Checked
A, v = 0.3, 5x1x1 0.138 0.075 84% 3 0 Not CheckedB, v = 0.49, 5x1x1 0.26 0.123 111% 3 0 Not Checked
C, v = 0.499, 5x1x1 0.267 0.125 114% 3 0 Not CheckedD, v = 0.4999, 5x1x1 0.268 0.125 114% 3 0 Not CheckedE, v = 0.49, 20x1x1 0.165 0.123 34% 3 0 Not CheckedF, v = 0.49, 160x1x1 0.128 0.123 4% 3 0 Not Checked
Output Parameter
Model, Poisson's Ratio and Mesh
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Radial Displ in At inner face
Radial Stress ksi
At inner face
Tangential Stress ksi At inner
face
Longitudinal Stress ksi
At inner face
Example 4-002
#VALUE!
Example 4-003
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Output Parameter SAP2000 Independent
0.1204 0.12035 0% 5 0 Not Checked
45783 45891 0% 0 0 Not Checked
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Radial displ, in At outer edge r
= 20 inRadial stress, psi At inner edge
r = 10 in
Example 4-004
Results Published in the Current Verification Examples Results From Current Analyses #VALUE!
Output Parameter SAP2000 Independent
-2126 -2126 0% 0 0 Not Checked
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
szz psf At z = -20 feet
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
Without 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
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
Direct stress lb/in2
Shear stress lb/in2
Jt 8 Displ in
Output Parameter
Percent Difference
SAP2000 Result
Number of Decimal Places
Result for Comparison
% Diff From Version 14.00
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