DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA

EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO

C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

DATOS DE ENTRADA, ANÁLISIS Y DISEÑO ESCALERA

METÁLICA EXTERNA
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

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

Figure 1: Finite element model

1.1. Joint coordinates

Table 1: Joint Coordinates

Table 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
1 GLOBAL Cartesian 0. 7.2 4.2
2 GLOBAL Cartesian 1. 7.2 4.2
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 1: Joint Coordinates

Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
3 GLOBAL Cartesian 1. 8.2 4.2
4 GLOBAL Cartesian 0. 8.2 4.2
5 GLOBAL Cartesian 0. 0. 0.
6 GLOBAL Cartesian 1. 0. 0.
7 GLOBAL Cartesian 4.7 7.2 6.4
8 GLOBAL Cartesian 4.7 8.2 6.4
9 GLOBAL Cartesian 0. 8.2 0.
10 GLOBAL Cartesian 0. 7.2 0.
11 GLOBAL Cartesian 1. 7.2 0.
12 GLOBAL Cartesian 1. 8.2 0.

1.2. Joint restraints

Table 2: Joint Restraint Assignments

Table 2: Joint Restraint Assignments
Joint U1 U2 U3 R1 R2 R3

5 Yes Yes Yes Yes Yes Yes

6 Yes Yes Yes Yes Yes Yes
7 Yes Yes Yes No No No
8 Yes Yes Yes No No No
9 Yes Yes Yes Yes Yes Yes
10 Yes Yes Yes Yes Yes Yes
11 Yes Yes Yes Yes Yes Yes
12 Yes Yes Yes Yes Yes Yes

1.3. Element connectivity

Table 3: Connectivity - Frame

Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
1 1 2 1.
2 2 3 1.
3 3 4 1.
4 4 1 1.
5 5 1 8.33547
6 6 2 8.33547
7 2 7 4.30465
8 3 8 4.30465
9 9 4 4.2
10 10 1 4.2
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 3: Connectivity - Frame

Frame JointI JointJ Length
m
11 11 2 4.2
12 12 3 4.2

Table 4: Frame Section Assignments

Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp

1 PTE200X100 PTE200X100 Default

(3.00)mm (3.00)mm
2 PTE200X100 PTE200X100 Default
(3.00)mm (3.00)mm
3 PTE200X100 PTE200X100 Default
(3.00)mm (3.00)mm
4 PTE200X100 PTE200X100 Default
(3.00)mm (3.00)mm
5 PTE300X100 PTE300X100 Default
(3.00)mm (3.00)mm
6 PTE300X100 PTE300X100 Default
(3.00)mm (3.00)mm
7 PTE200X100 PTE200X100 Default
(3.00)mm (3.00)mm
8 PTE200X100 PTE200X100 Default
(3.00)mm (3.00)mm
9 PTE120X120 PTE120X120 Default
(4.00)mm (4.00)mm
10 PTE120X120 PTE120X120 Default
(4.00)mm (4.00)mm
11 PTE120X120 PTE120X120 Default
(4.00)mm (4.00)mm
12 PTE120X120 PTE120X120 Default
(4.00)mm (4.00)mm

2. Material properties
This section provides material property information for materials used in the model.

Table 5: Material Properties 02 - Basic Mechanical Properties

Table 5: Material Properties 02 - Basic Mechanical Properties
Material UnitWeight UnitMass E1 G12 U12 A1
Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 1/C
4000Psi 2.4028E+03 2.4501E+02 253456354 105606814 0.2 9.9000E-06
1. 2.
A36 7.8490E+03 8.0038E+02 2.039E+10 784193044 0.3 1.1700E-05
5.
A416Gr270 7.8490E+03 8.0038E+02 2.004E+10 1.1700E-05
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 5: Material Properties 02 - Basic Mechanical Properties

Material UnitWeight UnitMass E1 G12 U12 A1
Kgf/m3 Kgf-s2/m4 Kgf/m2 Kgf/m2 1/C
A500GrC 7.8490E+03 8.0038E+02 2.039E+10 784193044 0.3 1.1700E-05
5.
A992Fy50 7.8490E+03 8.0038E+02 2.039E+10 784193044 0.3 1.1700E-05
5.

Table 6: Material Properties 03a - Steel Data

Table 6: Material Properties 03a - Steel Data
Material Fy Fu FinalSlope
Kgf/m2 Kgf/m2
A36 25310506.54 40778038.32 -0.1
A500GrC 35153481.31 43590316.82 -0.1
A992Fy50 35153481.31 45699525.7 -0.1

Table 7: Material Properties 03b - Concrete Data

Table 7: Material Properties 03b - Concrete Data
Material Fc eFc FinalSlope
Kgf/m2 Kgf/m2
4000Psi 2812278.5 2812278.5 -0.1

Table 8: Material Properties 03f - Tendon Data

Table 8: Material Properties 03f - Tendon Data
Material Fy Fu FinalSlope
Kgf/m2 Kgf/m2
A416Gr270 172322365.4 189828799.1 -0.1

3. Section properties
This section provides section property information for objects used in the model.

3.1. Frames

Table 9: Frame Section Properties 01 - General, Part 1 of 4

Table 9: Frame Section Properties 01 - General, Part 1 of 4
SectionName Material Shape t3 t2 tf tw Area TorsConst
m m m m m2 m4
PTE120X120 A500GrC Box/Tube 0.12 0.12 0.004 0.004 0.001856 6.244E-06
(4.00)mm
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 9: Frame Section Properties 01 - General, Part 1 of 4

SectionName Material Shape t3 t2 tf tw Area TorsConst
m m m m m2 m4
PTE200X100 A500GrC Box/Tube 0.2 0.1 0.003 0.003 0.001764 7.452E-06
(3.00)mm
PTE300X100 A500GrC Box/Tube 0.3 0.1 0.003 0.003 0.002364 0.000013
(3.00)mm

Table 9: Frame Section Properties 01 - General, Part 2 of 4

Table 9: Frame Section Properties 01 - General, Part 2 of 4
SectionName I33 I22 I23 AS2 AS3
m4 m4 m4 m2 m2
PTE120X120 4.167E-06 4.167E-06 0. 0.00096 0.00096
(4.00)mm
PTE200X100 9.472E-06 3.239E-06 0. 0.0012 0.0006
(3.00)mm
PTE300X100 0.000026 4.651E-06 0. 0.0018 0.0006
(3.00)mm

Table 9: Frame Section Properties 01 - General, Part 3 of 4

Table 9: Frame Section Properties 01 - General, Part 3 of 4
SectionName S33 S22 Z33 Z22 R33 R22
m3 m3 m3 m3 m m
PTE120X120 0.000069 0.000069 0.000081 0.000081 0.047385 0.047385
(4.00)mm
PTE200X100 0.000095 0.000065 0.000116 0.000071 0.07328 0.04285
(3.00)mm
PTE300X100 0.000173 0.000093 0.000219 0.000101 0.104747 0.044354
(3.00)mm

Table 9: Frame Section Properties 01 - General, Part 4 of 4

Table 9: Frame Section Properties 01 - General, Part 4 of 4
SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod

PTE120X120 1. 1. 1. 1. 1. 1. 1. 1.
(4.00)mm
PTE200X100 1. 1. 1. 1. 1. 1. 1. 1.
(3.00)mm
PTE300X100 1. 1. 1. 1. 1. 1. 1. 1.
(3.00)mm

Table 10: Frame Property Modifiers, Part 1 of 2

Table 10: Frame Property Modifiers, Part 1 of 2
Frame AMod AS2Mod AS3Mod JMod I22Mod I33Mod MassMod WeightMod

1 1. 1. 1. 1. 1. 1. 1. 1.
2 1. 1. 1. 1. 1. 1. 1. 1.
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 10: Frame Property Modifiers, Part 1 of 2

Frame AMod AS2Mod AS3Mod JMod I22Mod I33Mod MassMod WeightMod

3 1. 1. 1. 1. 1. 1. 1. 1.
4 1. 1. 1. 1. 1. 1. 1. 1.
5 1. 1. 1. 1. 1. 1. 1. 1.
6 1. 1. 1. 1. 1. 1. 1. 1.
7 1. 1. 1. 1. 1. 1. 1. 1.
8 1. 1. 1. 1. 1. 1. 1. 1.
9 1. 1. 1. 1. 1. 1. 1. 1.
10 1. 1. 1. 1. 1. 1. 1. 1.
11 1. 1. 1. 1. 1. 1. 1. 1.
12 1. 1. 1. 1. 1. 1. 1. 1.

Table 10: Frame Property Modifiers, Part 2 of 2

Table 10: Frame Property Modifiers, Part
2 of 2
Frame EAModifier EIModifier

1 0.8 0.8
2 0.8 0.8
3 0.8 0.8
4 0.8 0.8
5 0.8 0.8
6 0.8 0.8
7 0.8 0.8
8 0.8 0.8
9 0.8 0.8
10 0.8 0.8
11 0.8 0.8
12 0.8 0.8

3.2. Solids

Table 11: Solid Property Definitions

Table 11: Solid Property Definitions
SolidProp Material MatAngleA MatAngleB MatAngleC
Degrees Degrees Degrees
Solid1 4000Psi 0. 0. 0.

4. Load patterns
This section provides loading information as applied to the model.
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

4.1. Definitions

Table 12: Load Pattern Definitions

Table 12: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad

DEAD Dead 1.
LIVE Live 0.
S.I Super Dead 0.

5. Load cases
This section provides load case information.

5.1. Definitions

Table 13: Load Case Definitions, Part 1 of 2

Table 13: Load Case Definitions, Part 1 of 2
Case Type InitialCond ModalCase BaseCase MassSource DesActOpt

DEAD LinStatic Zero Prog Det

LIVE LinStatic Zero Prog Det
S.I LinStatic Zero Prog Det

Table 13: Load Case Definitions, Part 2 of 2

Table 13: Load Case
Definitions, Part 2 of 2
Case DesignAct

DEAD Non-Compos
ite
LIVE Short-Term
Composite
S.I Long-Term
Composite
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

5.2. Static case load assignments

Table 14: Case - Static 1 - Load Assignments

Table 14: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF

DEAD Load pattern DEAD 1.

LIVE Load pattern LIVE 1.
S.I Load pattern S.I 1.

5.3. Response spectrum case load assignments

Table 15: Function - Response Spectrum - User

Table 15: Function - Response Spectrum - User
Name Period Accel FuncDamp
Sec
UNIFRS 0. 1. 0.05
UNIFRS 1. 1.

6. Load combinations
This section provides load combination information.

Table 16: Combination Definitions

Table 16: Combination Definitions
ComboName ComboType CaseName ScaleFactor

COMB1 Linear Add DEAD 1.4

COMB1 S.I 1.4
COMB2 Linear Add DEAD 1.2
COMB2 LIVE 1.6
COMB2 S.I 1.2
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

7. Structure results
This section provides structure results, including items such as structural periods and base reactions.

Figure 2: Deformed shape

7.1. Mass summary

Table 17: Assembled Joint Masses, Part 1 of 2

Table 17: Assembled Joint Masses, Part 1 of 2
Joint MassSource U1 U2 U3 R1 R2 R3 CenterX
Kgf-s2/m Kgf-s2/m Kgf-s2/m Kgf-m-s2 Kgf-m-s2 Kgf-m-s2 m
1 MSSSRC1 12.42 12.42 12.42 0. 0. 0. 0.
2 MSSSRC1 15.46 15.46 15.46 0. 0. 0. 1.
3 MSSSRC1 7.57 7.57 7.57 0. 0. 0. 1.
4 MSSSRC1 4.53 4.53 4.53 0. 0. 0. 0.
5 MSSSRC1 7.89 7.89 7.89 0. 0. 0. 0.
6 MSSSRC1 7.89 7.89 7.89 0. 0. 0. 1.
7 MSSSRC1 3.04 3.04 3.04 0. 0. 0. 4.7
8 MSSSRC1 3.04 3.04 3.04 0. 0. 0. 4.7
9 MSSSRC1 3.12 3.12 3.12 0. 0. 0. 0.
10 MSSSRC1 3.12 3.12 3.12 0. 0. 0. 0.
11 MSSSRC1 3.12 3.12 3.12 0. 0. 0. 1.
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 17: Assembled Joint Masses, Part 1 of 2

Joint MassSource U1 U2 U3 R1 R2 R3 CenterX
Kgf-s2/m Kgf-s2/m Kgf-s2/m Kgf-m-s2 Kgf-m-s2 Kgf-m-s2 m
12 MSSSRC1 3.12 3.12 3.12 0. 0. 0. 1.
SumAccelUX MSSSRC1 74.3 0. 0. 0. 0. 0. 0.88444
SumAccelUY MSSSRC1 0. 74.3 0. 0. 0. 0. 0.88444
SumAccelUZ MSSSRC1 0. 0. 74.3 0. 0. 0. 0.88444

Table 17: Assembled Joint Masses, Part 2 of 2

Table 17: Assembled Joint Masses, Part 2 of 2
Joint MassSource CenterY CenterZ
m m
1 MSSSRC1 7.2 4.2
2 MSSSRC1 7.2 4.2
3 MSSSRC1 8.2 4.2
4 MSSSRC1 8.2 4.2
5 MSSSRC1 0. 0.
6 MSSSRC1 0. 0.
7 MSSSRC1 7.2 6.4
8 MSSSRC1 8.2 6.4
9 MSSSRC1 8.2 0.
10 MSSSRC1 7.2 0.
11 MSSSRC1 7.2 0.
12 MSSSRC1 8.2 0.
SumAccelUX MSSSRC1 5.95945 2.78311
SumAccelUY MSSSRC1 5.95945 2.78311
SumAccelUZ MSSSRC1 5.95945 2.78311

7.2. Base reactions

8. Joint results
This section provides joint results, including items such as displacements and reactions.

9. Frame results
This section provides frame force results.

Table 18: Element Forces - Frames, Part 1 of 2

Table 18: Element Forces - Frames, Part 1 of 2
Frame Station OutputCase P V2 V3
m Kgf Kgf Kgf
1 0. COMB2 74.29 598.97 70.39
1 0.5 COMB2 74.29 943.28 70.39
1 1. COMB2 74.29 1287.58 70.39
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 18: Element Forces - Frames, Part 1 of 2

Frame Station OutputCase P V2 V3
m Kgf Kgf Kgf
2 0. COMB2 21.3 -2383.68 -22.79
2 0.5 COMB2 21.3 -2039.37 -22.79
2 1. COMB2 21.3 -1695.06 -22.79
3 0. COMB2 -55.01 -1300. 17.95
3 0.5 COMB2 -55.01 -955.7 17.95
3 1. COMB2 -55.01 -611.39 17.95
4 0. COMB2 -3.54 1725.94 -60.69
4 0.5 COMB2 -3.54 2070.25 -60.69
4 1. COMB2 -3.54 2414.56 -60.69
5 0. COMB2 -1803.14 -2697.36 3.31
5 4.16773 COMB2 -345.18 -198. 3.31
5 8.33547 COMB2 1112.77 2301.36 3.31
6 0. COMB2 -1595.25 -2699.5 -3.16
6 4.16773 COMB2 -137.3 -200.14 -3.16
6 8.33547 COMB2 1320.66 2299.22 -3.16
7 0. COMB2 -852.01 -1524.85 -16.82
7 2.15232 COMB2 -94.54 -250.91 -16.82
7 4.30465 COMB2 662.94 1023.03 -16.82
8 0. COMB2 -1062.84 -1528.89 6.66
8 2.15232 COMB2 -305.36 -254.95 6.66
8 4.30465 COMB2 452.12 1018.99 6.66
9 0. COMB2 2263.91 5.68 -14.41
9 2.1 COMB2 2300.62 5.68 -14.41
9 4.2 COMB2 2337.33 5.68 -14.41
10 0. COMB2 -4437.57 10.29 124.47
10 2.1 COMB2 -4400.86 10.29 124.47
10 4.2 COMB2 -4364.15 10.29 124.47
11 0. COMB2 -8142.25 -46.94 126.25
11 2.1 COMB2 -8105.54 -46.94 126.25
11 4.2 COMB2 -8068.83 -46.94 126.25
12 0. COMB2 -1535.69 -54.37 -10.
12 2.1 COMB2 -1498.98 -54.37 -10.
12 4.2 COMB2 -1462.26 -54.37 -10.

Table 18: Element Forces - Frames, Part 2 of 2

Table 18: Element Forces - Frames, Part 2 of 2
Frame Station OutputCase T M2 M3
m Kgf-m Kgf-m Kgf-m
1 0. COMB2 -5.27 19.03 29.25
1 0.5 COMB2 -5.27 -16.16 -356.31
1 1. COMB2 -5.27 -51.35 -914.03
2 0. COMB2 4.76 5.86 -1993.27
2 0.5 COMB2 4.76 17.25 -887.51
2 1. COMB2 4.76 28.65 46.1
3 0. COMB2 1.4 0.46 -938.86
3 0.5 COMB2 1.4 -8.52 -374.94
3 1. COMB2 1.4 -17.49 16.83
4 0. COMB2 -2.28 -22.92 43.9
4 0.5 COMB2 -2.28 7.42 -905.15
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 18: Element Forces - Frames, Part 2 of 2

Frame Station OutputCase T M2 M3
m Kgf-m Kgf-m Kgf-m
4 1. COMB2 -2.28 37.77 -2026.35
5 0. COMB2 0.68 10.67 -4029.01
5 4.16773 COMB2 0.68 -3.12 2004.52
5 8.33547 COMB2 0.68 -16.9 -2378.6
6 0. COMB2 28.11 -7.28 -4042.51
6 4.16773 COMB2 28.11 5.9 1999.95
6 8.33547 COMB2 28.11 19.09 -2374.26
7 0. COMB2 -1.643E-14 -72.4 -1080.08
7 2.15232 COMB2 -1.643E-14 -36.2 830.93
7 4.30465 COMB2 -1.643E-14 -8.882E-16 -1.764E-12
8 0. COMB2 3.852E-15 28.67 -1097.46
8 2.15232 COMB2 3.852E-15 14.33 822.23
8 4.30465 COMB2 3.852E-15 4.396E-15 -1.512E-12
9 0. COMB2 5.43 -18.04 9.3
9 2.1 COMB2 5.43 12.23 -2.62
9 4.2 COMB2 5.43 42.5 -14.55
10 0. COMB2 3.79 175.81 19.63
10 2.1 COMB2 3.79 -85.59 -1.99
10 4.2 COMB2 3.79 -346.98 -23.61
11 0. COMB2 7.35 181. -60.23
11 2.1 COMB2 7.35 -84.13 38.34
11 4.2 COMB2 7.35 -349.26 136.91
12 0. COMB2 3.55 -9.17 -74.52
12 2.1 COMB2 3.55 11.84 39.66
12 4.2 COMB2 3.55 32.85 153.84

10. Material take-off

This section provides a material take-off.

Table 19: Material List 2 - By Section Property

Table 19: Material List 2 - By Section Property
Section ObjectType NumPieces TotalLength TotalWeight
m Kgf
PTE300X100 Frame 2 16.67093 309.33
(3.00)mm
PTE120X120 Frame 4 16.8 244.74
(4.00)mm
PTE200X100 Frame 6 12.6093 174.58
(3.00)mm
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

11. Design preferences

This section provides the design preferences for each type of design, which typically include material reduction
factors, framing type, stress ratio limit, deflection limits, and other code specific items.

11.1. Steel design

Table 20: Preferences - Steel Design - AISC 360-16, Part 1 of 4

Table 20: Preferences - Steel Design - AISC 360-16, Part 1 of 4
THDesign FrameType PatLLF SRatioLimit MaxIter SDC SeisCode SeisLoad ImpFactor

Envelopes OMF 0. 1. 1 D Yes Yes 1.

Table 20: Preferences - Steel Design - AISC 360-16, Part 2 of 4

Table 20: Preferences - Steel Design - AISC 360-16, Part 2 of 4
SystemRho SystemSds SystemR SystemCd Omega0 Provision AMethod SOMethod SRMethod

1. 0.5 8. 5.5 3. LRFD Direct General 2nd Tau-b Fixed

Analysis Order

Table 20: Preferences - Steel Design - AISC 360-16, Part 3 of 4

Table 20: Preferences - Steel Design - AISC 360-16, Part 3 of 4
NLCoeff PhiB PhiC PhiTY PhiTF PhiV PhiVRolledI PhiVT PlugWeld

0.002 0.9 0.9 0.9 0.75 0.9 1. 0.9 Yes

Table 20: Preferences - Steel Design - AISC 360-16, Part 4 of 4

Table 20: Preferences - Steel Design - AISC 360-16, Part 4 of 4
HSSWelding HSSReduce CheckDefl DLRat SDLAndLLR LLRat TotalRat NetRat
T at

ERW No No 120. 120. 500. 400. 500.

 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

12. Design overwrites

This section provides the design overwrites for each type of design, which are assigned to individual members of the
structure.

12.1. Steel design

Table 24: Overwrites - Steel Design - AISC 360-16, Part 1 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 1 of 7
Frame DesignSect FrameType Fy RLLF AreaRatio XLMajor
Kgf/m2
1 Program Determined Program Determined 0. 0. 0. 0.
2 Program Determined Program Determined 0. 0. 0. 0.
3 Program Determined Program Determined 0. 0. 0. 0.
4 Program Determined Program Determined 0. 0. 0. 0.
5 Program Determined Program Determined 0. 0. 0. 0.
6 Program Determined Program Determined 0. 0. 0. 0.
7 Program Determined Program Determined 0. 0. 0. 0.
8 Program Determined Program Determined 0. 0. 0. 0.
9 Program Determined Program Determined 0. 0. 0. 0.
10 Program Determined Program Determined 0. 0. 0. 0.
11 Program Determined Program Determined 0. 0. 0. 0.
12 Program Determined Program Determined 0. 0. 0. 0.

Table 24: Overwrites - Steel Design - AISC 360-16, Part 2 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 2 of 7
Frame XLMinor XLLTB K1Major K1Minor K2Major K2Minor KLTB

1 0. 0. 0. 0. 0. 0. 0.
2 0. 0. 0. 0. 0. 0. 0.
3 0. 0. 0. 0. 0. 0. 0.
4 0. 0. 0. 0. 0. 0. 0.
5 0. 0. 0. 0. 0. 0. 0.
6 0. 0. 0. 0. 0. 0. 0.
7 0. 0. 0. 0. 0. 0. 0.
8 0. 0. 0. 0. 0. 0. 0.
9 0. 0. 0. 0. 0. 0. 0.
10 0. 0. 0. 0. 0. 0. 0.
11 0. 0. 0. 0. 0. 0. 0.
12 0. 0. 0. 0. 0. 0. 0.

Table 24: Overwrites - Steel Design - AISC 360-16, Part 3 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 3 of 7
Frame CmMajor CmMinor Cb B1Major B1Minor B2Major B2Minor

1 0. 0. 0. 0. 0. 0. 0.
2 0. 0. 0. 0. 0. 0. 0.
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 24: Overwrites - Steel Design - AISC 360-16, Part 3 of 7

Frame CmMajor CmMinor Cb B1Major B1Minor B2Major B2Minor

3 0. 0. 0. 0. 0. 0. 0.
4 0. 0. 0. 0. 0. 0. 0.
5 0. 0. 0. 0. 0. 0. 0.
6 0. 0. 0. 0. 0. 0. 0.
7 0. 0. 0. 0. 0. 0. 0.
8 0. 0. 0. 0. 0. 0. 0.
9 0. 0. 0. 0. 0. 0. 0.
10 0. 0. 0. 0. 0. 0. 0.
11 0. 0. 0. 0. 0. 0. 0.
12 0. 0. 0. 0. 0. 0. 0.

Table 24: Overwrites - Steel Design - AISC 360-16, Part 4 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 4 of 7
Frame HSSReduce HSSWelding Omega0 Ry Pnc Pnt Mn3
T
Kgf Kgf Kgf-m
1 Program Program 0. 0. 0. 0. 0.
Determined Determined
2 Program Program 0. 0. 0. 0. 0.
Determined Determined
3 Program Program 0. 0. 0. 0. 0.
Determined Determined
4 Program Program 0. 0. 0. 0. 0.
Determined Determined
5 Program Program 0. 0. 0. 0. 0.
Determined Determined
6 Program Program 0. 0. 0. 0. 0.
Determined Determined
7 Program Program 0. 0. 0. 0. 0.
Determined Determined
8 Program Program 0. 0. 0. 0. 0.
Determined Determined
9 Program Program 0. 0. 0. 0. 0.
Determined Determined
10 Program Program 0. 0. 0. 0. 0.
Determined Determined
11 Program Program 0. 0. 0. 0. 0.
Determined Determined
12 Program Program 0. 0. 0. 0. 0.
Determined Determined

Table 24: Overwrites - Steel Design - AISC 360-16, Part 5 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 5 of 7
Frame Mn2 Vn2 Vn3 CheckDefl DeflType DLRat SDLAndLLR
at
Kgf-m Kgf Kgf
1 0. 0. 0. Program Program Determined 0. 0.
Determined
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 24: Overwrites - Steel Design - AISC 360-16, Part 5 of 7

Frame Mn2 Vn2 Vn3 CheckDefl DeflType DLRat SDLAndLLR
at
Kgf-m Kgf Kgf
2 0. 0. 0. Program Program Determined 0. 0.
Determined
3 0. 0. 0. Program Program Determined 0. 0.
Determined
4 0. 0. 0. Program Program Determined 0. 0.
Determined
5 0. 0. 0. Program Program Determined 0. 0.
Determined
6 0. 0. 0. Program Program Determined 0. 0.
Determined
7 0. 0. 0. Program Program Determined 0. 0.
Determined
8 0. 0. 0. Program Program Determined 0. 0.
Determined
9 0. 0. 0. Program Program Determined 0. 0.
Determined
10 0. 0. 0. Program Program Determined 0. 0.
Determined
11 0. 0. 0. Program Program Determined 0. 0.
Determined
12 0. 0. 0. Program Program Determined 0. 0.
Determined

Table 24: Overwrites - Steel Design - AISC 360-16, Part 6 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 6 of 7
Frame LLRat TotalRat NetRat DLAbs SDLAndLLA LLAbs TotalAbs
bs
m m m m
1 0. 0. 0. 0. 0. 0. 0.
2 0. 0. 0. 0. 0. 0. 0.
3 0. 0. 0. 0. 0. 0. 0.
4 0. 0. 0. 0. 0. 0. 0.
5 0. 0. 0. 0. 0. 0. 0.
6 0. 0. 0. 0. 0. 0. 0.
7 0. 0. 0. 0. 0. 0. 0.
8 0. 0. 0. 0. 0. 0. 0.
9 0. 0. 0. 0. 0. 0. 0.
10 0. 0. 0. 0. 0. 0. 0.
11 0. 0. 0. 0. 0. 0. 0.
12 0. 0. 0. 0. 0. 0. 0.

Table 24: Overwrites - Steel Design - AISC 360-16, Part 7 of 7

Table 24: Overwrites - Steel Design - AISC 360-16, Part 7 of 7
Frame NetAbs SpecCambe DCLimit
r
m m
1 0. 0. 0.
2 0. 0. 0.
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 24: Overwrites - Steel Design - AISC 360-16, Part 7 of 7

Frame NetAbs SpecCambe DCLimit
r
m m
3 0. 0. 0.
4 0. 0. 0.
5 0. 0. 0.
6 0. 0. 0.
7 0. 0. 0.
8 0. 0. 0.
9 0. 0. 0.
10 0. 0. 0.
11 0. 0. 0.
12 0. 0. 0.

13. Design summary

This section provides the design summary for each type of design, which highlights the controlling demand/capacity
ratio and it's associated combination and location in each member.

13.1. Steel design

Table 25: Steel Design 1 - Summary Data - AISC 360-16, Part 1 of 2

Table 25: Steel Design 1 - Summary Data - AISC 360-16, Part 1 of 2
Frame DesignSect DesignType Status Ratio RatioType

1 PTE200X100 Beam No Messages 0.308612 PMM

(3.00)mm
2 PTE200X100 Beam No Messages 0.619961 PMM
(3.00)mm
3 PTE200X100 Beam No Messages 0.29158 PMM
(3.00)mm
4 PTE200X100 Beam No Messages 0.654553 PMM
(3.00)mm
5 PTE300X100 Brace No Messages 0.766575 PMM
(3.00)mm
6 PTE300X100 Brace No Messages 0.756554 PMM
(3.00)mm
7 PTE200X100 Brace No Messages 0.404433 PMM
(3.00)mm
8 PTE200X100 Brace No Messages 0.382512 PMM
(3.00)mm
9 PTE120X120 Column No Messages 0.042708 PMM
(4.00)mm
10 PTE120X120 Column No Messages 0.214151 PMM
(4.00)mm
11 PTE120X120 Column No Messages 0.416817 PMM
(4.00)mm
12 PTE120X120 Column No Messages 0.096747 PMM
(4.00)mm
 DISEÑO ESTRUCTURAL PARA LA CONSTRUCCIÓN DE UNA
EDIFICACIÓN DE 3 NIVELES UBICADA EN LA CALLE 72 No 2-149 MZ ING. EMIRO ESPINOSA OVIEDO
C L. 04 URB. ROBLES DEL NORTE EN EL MUNICIPIO DE MONTERÍA ESPECIALISTA EN ESTRUCTURAS
DEPARTAMENTO DE CÓRDOBA

Table 25: Steel Design 1 - Summary Data - AISC 360-16, Part 2 of 2

Table 25: Steel Design 1 - Summary Data - AISC 360-16, Part 2 of 2
Frame Combo Location ErrMsg WarnMsg
m
1 COMB2 1. No Messages No Messages
2 COMB2 0. No Messages No Messages
3 COMB2 0. No Messages No Messages
4 COMB2 1. No Messages No Messages
5 COMB2 0. No Messages No Messages
6 COMB2 0. No Messages No Messages
7 COMB2 0. No Messages No Messages
8 COMB2 0. No Messages No Messages
9 COMB2 4.2 No Messages No Messages
10 COMB2 4.2 No Messages No Messages
11 COMB2 4.2 No Messages No Messages
12 COMB2 4.2 No Messages No Messages