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With the reference with this we could design a building of a school with 2 blocks and G + 2 building.
Diseno en ingenieria mecanica de Shigley - 8th ---HDes
descarga el contenido completo de aqui http://paralafakyoumecanismos.blogspot.com.ar/2014/08/libro-para-mecanismos-y-elementos-de.html
Explains in detail about the planning and designing of a G + 2 school building both manually and using software (STAAD Pro).
With the reference with this we could design a building of a school with 2 blocks and G + 2 building.
Diseno en ingenieria mecanica de Shigley - 8th ---HDes
descarga el contenido completo de aqui http://paralafakyoumecanismos.blogspot.com.ar/2014/08/libro-para-mecanismos-y-elementos-de.html
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For more information, visit-www.vavaclasses.com
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For more information, visit-www.vavaclasses.com
Synthetic Fiber Construction in lab .pptxPavel ( NSTU)
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Students, digital devices and success - Andreas Schleicher - 27 May 2024..pptxEduSkills OECD
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Students, digital devices and success - Andreas Schleicher - 27 May 2024..pptx
Calculos de columnas de concretos
1. REPÚBLICA BOLIVARIANA DE VENEZUELA.
MINISTERIO DEL PODER POPULAR PARA LA EDUCACIÓN SUPERIOR.
I.U.P.”SANTIAGO MARIÑO”
EXTENSIÓN PORLAMAR – 4DE MAYO
REALIZADO POR:
JULIO PINO
C.I.:
MORENO NERIMAR
C.I.:
ESTRUCTURA III
PROF:
DOC. GUEDEZ ZHEDILY
2.
3. Área tributaria Esquineras Bordes Centro
Columna
1 A
1,35+3,67/2 X 2.62 +0.95/1=
2.51 X 1.78=
4.48 M2
1 B
3.66 X 1.31 = 4.79 M2
2B
1.83+1.82 X 1.35+2.07=
3.65 X 3.42=
12.48 M2
2 A
6,75/2 X 2.51=
3,375 X 2,51=
8,47 M2
3 A
4,13/2 X 2.51=
2.065 X 2.51=
5.18 M2
3 B
1.83 X 2.065= 3.79 M2
4.
5. Tamaño de columna
11.2 X 10
Datos:
ART: 4.48 M2
F’C:240 K/CM2
AC= p
0.20xf’c
AC= 5376K = 5736 = 112 CM2 ---
0.20X 240K/CM2 48
P= 1200 X ART X N
P= 1200 X 4.48 M2 X 1
P= 5376 K
CARGA AXIAL
AREA DE CONCEPTO
6. Datos:
ART: 5.18 M2
F’C: 240 K/CM2
P= 1200 X ART X N
P= 1200 X 5.18 M2 X 1
P= 6216 K
CARGA AXIAL
AREA DE CONCEPTO
AC= p
0.20xf’c
AC= 6216K = 6216 = 129. 5 CM2 ---
0.20X 240K/CM2 48
TAMAÑO COLUMNA
13 X 10
7.
8. Datos:
ART: 4.79M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 4.79 M2 X 1
P=5748 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 5748 K = 5748 = 95.8 CM2 --
0.25X 240K/CM2 60
Tamaño de Columna
10 X10
9. Datos:
ART: 8.47 M2
F’C: 240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 8.47 M2 X 1
P= 10488 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 10488 K = 10488 = 174.8 CM2 --
0.25X 240K/CM2 60
Tamaño de columna
13.5 X 175.5
10. Datos:
ART: 3,79 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 3, 79 M2 X 2
P= 4548 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 4548 K = 4548 = 75.8 CM2 ----
0.25X 240K/CM2 60
Tamaño de Columna
10 X 10
11.
12. Datos:
ART: 12.48 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 12.48 M2 X 1
P= 14976 K
AREA DE CONCEPTO
AC= p
0.28xf’c
AC= 14976K = 14976 = 222. 86 CM2 ----->
0.28X 240K/CM2 67.2
Tamaño columna
10 X 15
13.
14.
15.
16. Datos:
ART: 3.36 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 3.36 M2 X 2
P= 8064 K
AREA DE CONCEPTO
AC= p
0.20xf’c
AC= 8064K = 8064 = 168 CM2 ---
0.20X 240K/CM2 48
Tamaño de columna
12 X 14
17. Datos:
ART: 3.26 M2
F’C: 240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 3.26 M2 X 2
P= 7824 K
AC= p
0.20xf’c
AREA DE CONCEPTO
AC= 7824 K = 7824 = 163 CM2 ----
0.20X 240K/CM2 48
Tamaño de columna
13 X 13
18. Datos:
ART: 5.15 M2
F’C: 240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 5.15 M2 X 2
P= 12360 K
AREA DE CONCEPTO
AC= p
0.20xf’c
AC= 12360 K = 12360 = 257. 2 CM2 ---
0.20X 240K/CM2 48
TAMAÑO COLUMNA
16 X 16.1
19. Datos:
ART: 5.00 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 5.00 M2 X 2
P= 12000 K
AREA DE CONCEPTO
AC= p
0.20xf’c
AC= 12000K = 12000 = 208.33 CM2 ---
0.20X 240K/CM2 48
Tamaño de columna
15 X 14
20.
21. Datos:
ART: 4.92M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 4.92 M2 X 2
P= 11808 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 11808 K = 11808 = 196.8 CM2 --
0.25X 240K/CM2 60
Tamaño de Columna
14 X 14
22. Datos:
ART: 8.51 M2
F’C: 240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 8.51 M2 X 2
P= 20424 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 20424 K = 20424 = 340.4 CM2 --
0.25X 240K/CM2 60
Tamaño de columna
18 X 19
23. Datos:
ART: 8.27 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 8.27 M2 X 2
P= 19848 K
AREA DE CONCEPTO
AC= p
0.25xf’c
AC= 18120 K = 18120 = 302 CM2 ----
0.25X 240K/CM2 60
Tamaño Columna
18 X 17
24.
25. Datos:
ART: 12.48 M2
F’C:240 K/CM2
CARGA AXIAL
P= 1200 X ART X N
P= 1200 X 12.48 M2 X 2
P= 29952 K
AREA DE CONCEPTO
AC= p
0.28xf’c
AC= 29952 K = 29952 = 445.71 CM2 ----
0.28X 240K/CM2 67.2
TAMAÑO COLUMNA
22 X 20.4
