1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity.

Figure 1: Finite element model

2. Load combinationsThis section provides load combination information.

1) 1.2D+1.6L+0.5Lr

2) 1.2D+1.6Lr+f1L (f1=1 for L.L=100 psf)

3) 1.32D+1.1E+f1L (F1=0.5 for L.L<100 psf)

4) 0.99D+1.1E

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2.1. Load DefinitionsTable 1.1: Load Case Definitions

Table 1.1 Load Case DefinitionsCase Type Initial Cond Modal Case Base Case

DEAD Linear Static ZeroMODAL Linear Modal Zero

LIVE Linear Static ZeroEQX Linear Static ZeroEQY Linear Static Zero

FINISHES Linear Static ZeroE. DEAD Linear Static Zero

PARTITION Linear Static ZeroWINDX Linear Static ZeroWINDY Linear Static Zero

2.2. Static case load assignmentsTable 1.2: Case - Statics - Load Assignments

Table 1.2: Case - Static - Load AssignmentsCase Load Type Load Name Load SF

DEAD Load pattern DEAD 1.000LIVE Load pattern LIVE 1.000EQX Load pattern EQX 1.000EQY Load pattern EQY 1.000

FINISHES Load pattern FINISHES 1.000E. DEAD Load pattern E. DEAD 1.000

PARTITION Load pattern PARTITION 1.000WINDX Load pattern WINDX 1.000WINDY Load pattern WINDY 1.000

2.3. Load Combination DefinitionsTable 1.3: Combination Definitions

Table 1.3: Combination DefinitionsCombo Name Combo Type Case Name Scale

Factor

SERVICE Linear Add DEAD 1.000000SERVICE LIVE 1.000000SERVICE PARTITION 1.000000SERVICE FINISHES 1.000000SERVICE E. DEAD 1.000000

ULTIMATE Linear Add DEAD 1.200000ULTIMATE LIVE 1.600000ULTIMATE PARTITION 1.200000ULTIMATE FINISHES 1.200000ULTIMATE E. DEAD 1.200000

COMB1 Linear Add DEAD 1.320000COMB1 LIVE 0.550000

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Table 1.3: Combination DefinitionsCombo Name Combo Type Case Name Scale

Factor

COMB1 EQX 1.100000COMB1 FINISHES 1.320000COMB1 PARTITION 1.320000COMB1 E. DEAD 1.320000

COMB1-1 Linear Add DEAD 1.320000COMB1-1 LIVE 0.550000COMB1-1 EQX -1.100000COMB1-1 FINISHES 1.320000COMB1-1 PARTITION 1.320000COMB1-1 E. DEAD 1.320000COMB2 Linear Add DEAD 1.320000COMB2 LIVE 0.550000COMB2 EQY 1.100000COMB2 FINISHES 1.320000COMB2 PARTITION 1.320000COMB2 E. DEAD 1.320000

COMB2-1 Linear Add DEAD 1.320000COMB2-1 LIVE 0.550000COMB2-1 EQY -1.100000COMB2-1 FINISHES 1.320000COMB2-1 PARTITION 1.320000COMB2-1 E. DEAD 1.320000COMB3 Linear Add DEAD 0.990000COMB3 EQX 1.100000COMB3 FINISHES 0.990000COMB3 PARTITION 0.990000COMB3 E. DEAD 0.990000

COMB3-1 Linear Add DEAD 0.990000COMB3-1 EQX -1.100000COMB3-1 FINISHES 0.990000COMB3-1 PARTITION 0.990000COMB3-1 E. DEAD 0.990000COMB4 Linear Add DEAD 0.990000COMB4 EQY 1.100000COMB4 FINISHES 0.990000COMB4 PARTITION 0.990000COMB4 E. DEAD 0.990000

COMB4-1 Linear Add DEAD 0.990000COMB4-1 EQY -1.100000COMB4-1 FINISHES 0.990000COMB4-1 PARTITION 0.990000COMB4-1 E. DEAD 0.990000COMB5 Linear Add DEAD 1.200000COMB5 LIVE 0.500000COMB5 WINDX 1.000000COMB5 FINISHES 1.200000COMB5 PARTITION 1.200000

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Table 1.3: Combination DefinitionsCombo Name Combo Type Case Name Scale

Factor

COMB5 E. DEAD 1.200000COMB5-1 Linear Add DEAD 1.200000COMB5-1 LIVE 0.500000COMB5-1 WINDY 1.000000COMB5-1 FINISHES 1.200000COMB5-1 PARTITION 1.200000COMB5-1 E. DEAD 1.200000

3. Load patternsThis section provides loading information as applied to the model.

3.1. Definitions

Table 2.1: Load Pattern Definitions

Table 2.1: Load Pattern DefinitionsLoad Pattern Design Type Self-Wt.

MultiplierAuto Load

DEAD DEAD 1.000000LIVE LIVE 0.000000EQX QUAKE 0.000000 UBC97EQY QUAKE 0.000000 UBC97

FINISHES SUPER DEAD 0.000000E. DEAD SUPER DEAD 0.000000

PARTITION SUPER DEAD 0.000000WINDX WIND 0.000000 UBC97WINDY WIND 0.000000 UBC97

Table 2.2: Load Assignment Definitions

Table 2.2: Load Assignment DefinitionsLoad Pattern Design Type Load Direction

psfLIVE LIVE 80.00 GRAVITY

FINISHES SUPER DEAD 32.00 GRAVITYE. DEAD SUPER DEAD 30.00 GRAVITY

PARTITION SUPER DEAD 20.00 GRAVITY

3.2. Auto wind loadingTable 2.3: Auto Wind - UBC97

Table 2.3: Auto Wind - UBC97LoadPat Angle windward

CqLeeward

CqMax Z Min Z Wind

SpeedExposur

eI

Degrees in in mphWINDX 0.000 0.800000 0.500000 918.000 180.000 80.00 C 1.00000

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Table 2.3: Auto Wind - UBC97LoadPat Angle windward

CqLeeward

CqMax Z Min Z Wind

SpeedExposur

eI

Degrees in in mphWINDY 90.000 0.800000 0.500000 907.200 180.000 80.00 C 1.00000

3.3. Auto seismic loadingTable 2.4: Auto Seismic - UBC97

Table 2.4: Auto Seismic - UBC97Load Pat Dir Percent

EccCt Max Z Min Z R Soil Type

in inEQX X 0.050000 0.035000 918.000 180.000 5.500000 SCEQY Y 0.050000 0.035000 918.000 180.000 5.500000 SC

Table 2.5: Auto Seismic - UBC97

Table 2.5: Auto Seismic - UBC97Load Pat Z Ca Cv Source

TypeSource

Dist.Na Nv

kmEQX 0.2 0.240000 0.320000 B 0.00 1.300000 1.600000EQY 0.2 0.240000 0.320000 B 0.00 1.300000 1.600000

Table 2.6: Auto Seismic - UBC97

Table 2.6: Auto Seismic - UBC97LoadPat I T Used Weight

UsedBase Shear Ft Used

Sec Kip Kip KipEQX 1.000000 0.6685 5099.530 443.832 0.000EQY 1.000000 0.5779 5099.530 513.404 0.000

4. Material propertiesThis section provides material property information for materials used in the model.

4.1. Basic Mechanical Properties

Table 3.1: Material Properties - Basic Mechanical Properties

Table 3.1: Material Properties - Basic Mechanical PropertiesMaterial Unit Weight Unit Mass E1 G12 U12 A1

Kip/in3 Kip-s2/in4 Kip/in2 Kip/in2 1/F3000Psi 8.6806E-05 2.2483E-07 3122.02 1300.84 0.200000 5.5000E-064000Psi 8.6806E-05 2.2483E-07 3605.0 1502.08 0.200000 5.5000E-06

A615Gr60 2.8356E-04 7.3446E-07 29000.0 6.5000E-06

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4.2. Concrete Data

Table 3.2: Material Properties - Concrete DataTable 3.2: Material Properties – Concrete Data

Material FcKip/in2

3000Psi 3.0004000Psi 4.000

4.3. Rebar Data

Table 3.3: Material Properties - Rebar DataTable 3.3: Material Properties - Rebar Data

Material Fy FuKip/in2 Kip/in2

A615Gr60 60.000 90.000

5. Section propertiesThis section provides section property information for objects used in the model.

5.1. Frame Section PropertiesTable 4.1: Frame Section Properties

Table 4.1: Frame Section PropertiesSection Name Material Shape t3 t2 Area Torsion

Const.I33 I22

in in in2 in4 in4 in4B 18X24 3000Psi Rectangular 24.0000 18.0000 432.00 25192.3 20736.0 11664.0B18X18 3000Psi Rectangular 18.0000 18.0000 324.00 14784.1 8748.00 8748.00B12X18 3000Psi Rectangular 12.0000 18.0000 216.00 6085.12 5832.00 2592.00

Col 18X18 4000Psi Rectangular 18.0000 18.0000 324.00 14784.1 8748.00 8748.00Col 18X12 4000 psi Rectangular 18.0000 12.0000 216.00 6085.12 5832.00 2592.00

Table 4.2: Frame Section Properties

Table 4.2: Frame Section PropertiesSection Name AS2 AS3

in2 in2B 18X24 360.00 360.00B18X18 270.00 270.00B18X12 180.00 180.00

Col 18X18 270.00 270.00Col 18X12 180.00 180.00

Table 4.3: Frame Section Properties

Table 4.3: Frame Section PropertiesSection Name S33 S22 Z33 Z22 R33 R22

in3 in3 in3 in3 in inB 18X24 1728.00 1296.00 2592.00 1944.00 6.9282 5.1962B18X18 972.00 972.00 1458.00 1458.00 5.1962 5.1962B18X12 648.00 432.00 972.00 648.00 5.1962 3.4641

Col 18X18 972.00 972.00 1458.00 1458.00 5.1962 5.1962Col 18X12 648.00 432.00 972.00 648.00 5.1962 3.4641

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Table 4.4: Frame Section Properties Table 4.4: Frame Section Properties

Section Name A Mod A2Mod A3Mod J Mod I2Mod I3Mod M Mod W Mod

B 18X24 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000B18X18 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000B18X12 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

Col 18X18 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000Col 18X12 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000 1.00000

Table 4.5: Frame Section Properties - Concrete ColumnTable 4.5: Frame Section Properties

Section Name

Rebar MatL Rebar MatC ReinfConfig

LatReinf

Cover NumBars3Dir

NumBars2Dir

inCol 18X18 A615Gr60 A615Gr60 Rectangular Ties 1.5000 VARIES VARIESCol 18X12 A615Gr60 A615Gr60 Rectangular Ties 1.5000 VARIES VARIES

Table 4.6: Frame Section Properties - Concrete Column

Table 4.6: Frame Section Properties - Concrete ColumnSection Name Bar Size

LBar Size

CSpacing

CNumCBar

s2NumCBar

s3in

Col 18X18 #8 #3 8.0000 VARIES VARIESCol 18X12 #8 #3 8.0000 VARIES VARIES

Table 4.7: Frame Section Properties - Concrete Beam

Table 4.7: Frame Section Properties - Concrete BeamSection Name Rebar MatL Rebar MatC Top Cover Bot Cover

in inB 18X24 A615Gr60 A615Gr60 1.5000 1.5000B18X18 A615Gr60 A615Gr60 1.5000 1.5000B18X12 A615Gr60 A615Gr60 1.5000 1.5000

5.2. Areas Section Properties

Table 4.8: Area Section Properties

Table 4.8: Area Section PropertiesSection Material Area Type Type Drill DOF Thickness Bend

ThickF11Mod

in inR.WALL 3000Psi Shell Shell-Thin Yes 9.0000 8.0000 1.000000

S1 3000Psi Shell Shell-Thin Yes 6.0000 6.0000 1.000000STAIR SLAB 3000Psi Shell Shell-Thin Yes 6.0000 6.0000 1.000000

WALL 3000Psi Shell Shell-Thin Yes 9.0000 9.0000 1.000000

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Table 4.9: Area Section Properties

Table 4.9: Area Section PropertiesSection F22Mod F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod M Mod

R.WALL 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000S1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

STAIR SLAB

1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

WALL 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000

Table 4.10: Area Section PropertiesTable 4.10: Area Section

Properties,Section W Mod

R.WALL 1.000000S1 1.000000

STAIR SLAB 1.000000WALL 1.000000

6. Soil Report Data

After the study of bore logs and soil report, it is recommended to adopt RAFT foundation at minimum 6’-0” depth from the lower road level with the safe allowable bearing capacity of 2.30 Tsf. Depth of foundation can be increased to any desired depth as per requirement conservatively with the same bearing value as recommended above. The value for Modulus of subgrade reaction is 22080 lb/ft3.

In accordance with soil report and location of proposed building, the structure is to be constructed in ZONE 2B with intermediate moment resisting frame (IMRF).

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