Rigideces UNP

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Rigideces de columnas vs vigas

Text of Rigideces UNP

Rig AAEje "B": "1", "4"1Inercia de columnas50

25A2

C-1E.N.5025A1

y

E.N.

2525x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0050.001,250.0012.5015,625.0025.0031,250.00A225.0025.00625.0037.5023,437.5037.5023,437.50S1,875.0039,062.5054,687.50Xc20.83Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0050.00260,416.671,250.00-4.1721,701.39282,118.06358,073A225.0025.0032,552.08625.008.3343,402.7875,954.86Y - YA150.0025.0065,104.171,250.00-8.3386,805.56151,909.72358,073A225.0025.0032,552.08625.0016.67173,611.11206,163.19

50

A2E.N.25C-2

50A125

yE.N.

12.512.525

x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0025.00625.0025.0015,625.0012.507,812.50A250.0025.001,250.0025.0031,250.0037.5046,875.00S1,875.0046,875.0054,687.50Xc25.00Yc29.17

bhIcAdA.dIEjeElementoParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0025.0032,552.08625.00-16.67173,611.11206,163.19358,073A250.0025.0065,104.171,250.008.3386,805.56151,909.72Y - YA125.0025.0032,552.08625.000.000.0032,552.08292,969A225.0050.00260,416.671,250.000.000.00260,416.67

2Inercia de Vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10425.0035.0089,323

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERC-1358,072.92315.001,137C-2292,968.75315.00930V - 10489,322.92340.00263SEGUNDOC-1358,072.92315.001,137C-2292,968.75315.00930V - 10489,322.92340.00263PRIMERC-1358,072.92430.00833C-2292,968.75430.00681V - 10489,322.92340.00263

BEjes "C": "6"

1Inercia de columnas

50

A225

C-10E.N.50A125

y

E.N.2525x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0050.001,250.0012.5015,625.0025.0031,250.00A225.0025.00625.0037.5023,437.5037.5023,437.50S1,875.0039,062.5054,687.50Xc20.83Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0050.00260,416.671,250.00-4.1721,701.39282,118.06358,073A225.0025.0032,552.08625.008.3343,402.7875,954.86Y - YA150.0025.0065,104.171,250.00-8.3386,805.56151,909.72358,073A225.0025.0032,552.08625.0016.67173,611.11206,163.19

2Inercia de Vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10425.0035.0089,323

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERV - 10489,322.92340.00263C - Incl358,072.92290.001,235SEGUNDOV - 10489,322.92340.00263C - Incl358,072.92340.001,053PRIMERV - 10489,322.92340.00263C - Incl358,072.92500.00716

BEje "D", "F": "1", "4", "6"

CEje "I": "2", "3", "4", "6"

1Inercia de columnas

50

A2E.N.25C-2

50A125

yE.N.

12.512.525

x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0025.00625.0025.0015,625.0012.507,812.50A250.0025.001,250.0025.0031,250.0037.5046,875.00S1,875.0046,875.0054,687.50Xc25.00Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0025.0032,552.08625.00-16.67173,611.11206,163.19358,073A250.0025.0065,104.171,250.008.3386,805.56151,909.72Y - YA125.0025.0032,552.08625.000.000.0032,552.08292,969A225.0050.00260,416.671,250.000.000.00260,416.67

R =22.5

C- 7

b / RhIcElemento( cm )( cm )( cm4 )

C - 425.0060.00450,000C - 525.0050.00260,417C - 722.50201,289

2Inercia de vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10225.0065.00572,135V - 10425.0035.0089,323

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERC - 2358,072.92315.001,137C - 4450,000.00285.001,579C - 5260,416.67315.00827C - 7201,288.96315.00639C - 2358,072.92315.001,137V - 102572,135.42705.00812V - 10489,322.92340.00263SEGUNDOC - 2358,072.92315.001,137C - 4450,000.00285.001,579C - 5260,416.67315.00827C - 7201,288.96315.00639C - 2358,072.92315.001,137V - 102572,135.42705.00812V - 10489,322.92340.00263TERCERC - 2358,072.92430.00833C - 4450,000.00400.001,125C - 5260,416.67430.00606C - 7201,288.96430.00468C - 2358,072.92430.00833V - 102572,135.42705.00812V - 10489,322.92340.00263

Rig BBEjes "A", "B", "D": "7" - "14"1Inercia de columnas50

25A2

C - 1E.N.50A125

y

E.N.

2525x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0050.001,250.0012.5015,625.0025.0031,250.00A225.0025.00625.0037.5023,437.5037.5023,437.50S1,875.0039,062.5054,687.50Xc20.83Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0050.00260,416.671,250.00-4.1721,701.39282,118.06282,118A20.0025.000.000.008.330.000.00Y - YA150.0025.0065,104.171,250.00-8.3386,805.56151,909.72358,073A225.0025.0032,552.08625.0016.67173,611.11206,163.19

50

A2E.N.25C - 2

50A125

yE.N.

12.512.525

x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0025.00625.0025.0015,625.0012.507,812.50A250.0025.001,250.0025.0031,250.0037.5046,875.00S1,875.0046,875.0054,687.50Xc25.00Yc29.17

bhIcAdA.dIEjeElementoParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0025.0032,552.08625.00-16.67173,611.11206,163.19358,073A250.0025.0065,104.171,250.008.3386,805.56151,909.72Y - YA125.0025.0032,552.08625.000.000.0032,552.08292,969A225.0050.00260,416.671,250.000.000.00260,416.67

2Inercia de Vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10225.0065.00572,135V - 10425.0030.0056,250C - 425.0060.00450,000

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERC - 1358,072.92285.001,256C - 2358,072.92285.001,256C - 4450,000.00285.001,579V - 102572,135.42685.00835V - 10456,250.00327.50172SEGUNDOC - 1358,072.92285.001,256C - 2358,072.92285.001,256C - 4450,000.00285.001,579V - 102572,135.42685.00835V - 10456,250.00327.50172PRIMERC - 1358,072.92370.00968C - 2358,072.92370.00968C - 4450,000.00370.001,216V - 102572,135.42685.00835V - 10456,250.00327.50172

Rig CBEjes "C": "6"

1Inercia de columnas

50

A225

C-1E.N.50A125

y

E.N.2525x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0050.001,250.0012.5015,625.0025.0031,250.00A225.0025.00625.0037.5023,437.5037.5023,437.50S1,875.0039,062.5054,687.50Xc20.83Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0050.00260,416.671,250.00-4.1721,701.39282,118.06358,073A225.0025.0032,552.08625.008.3343,402.7875,954.86Y - YA150.0025.0065,104.171,250.00-8.3386,805.56151,909.72358,073A225.0025.0032,552.08625.0016.67173,611.11206,163.19

R =22.5

C- 7

b / RhIcElemento( cm )( cm )( cm4 )

C - 425.0060.00450,000C - 525.0050.00260,417C - 722.50201,289

2Inercia de vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10625.0030.0056,250V - 10425.0035.0089,323

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERC - 1358,072.92315.001,137C - 4450,000.00285.001,579V - 10656,250.00330.00170C - 7201,288.96315.00639V - 10489,322.92357.80250SEGUNDOC - 1358,072.92315.001,137C - 4450,000.00285.001,579V - 10656,250.00330.00170C - 7201,288.96315.00639V - 10489,322.92357.80250PRIMERC - 1358,072.92315.001,137C - 4450,000.00285.001,579V - 10656,250.00330.00170C - 7201,288.96315.00639V - 10489,322.92357.80250

Rig DBEjes "J,N": "7,17"

1Inercia de columnas

50

A225

C-1E.N.50A125

y

E.N.2525x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0050.001,250.0012.5015,625.0025.0031,250.00A225.0025.00625.0037.5023,437.5037.5023,437.50S1,875.0039,062.5054,687.50Xc20.83Yc29.17

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0050.00260,416.671,250.00-4.1721,701.39282,118.06358,073A225.0025.0032,552.08625.008.3343,402.7875,954.86Y - YA150.0025.0065,104.171,250.00-8.3386,805.56151,909.72358,073A225.0025.0032,552.08625.0016.67173,611.11206,163.19

R =22.5

C- 7

b / RhIcElemento( cm )( cm )( cm4 )

C - 625.0075.00878,906C - 722.50201,289

25

10A235C-992.5

25A1

Y117.5

x

ElementobhAxcA.xcycA.yc( cm )( cm )( cm )( cm )( cm3 )( cm )( cm3 )

A125.0092.502,312.5046.25106,953.1312.5028,906.25A235.0025.00875.00105.0091,875.0017.5015,312.50S3,187.50198,828.1344,218.75Xc62.38Yc13.87

EjeElementobhIcAdA.dIParcialTotal( cm )( cm )( cm4 )( cm )( cm )( cm3 )( cm4 )

X - XA125.0092.501,648,860.682,312.50-1.374,356.501,653,217.171,710,304A235.0025.0045,572.92875.003.6311,513.6057,086.52Y - YA192.5025.00120,442.712,312.50-16.13601,468.94721,911.642,400,831A225.0035.0089,322.92875.0042.621,589,596.471,678,919.39

2Inercia de vigas

bhIcElemento( cm )( cm )( cm4 )

V - 10925.0030.0056,250V - 10525.0045.00189,844

3Verificacin de Rigideces

IcLKNivelElemento( cm4 )( cm )( cm3 )

TERCERC - 1358,072.92320.001,119C - 6878,906.25320.002,747V - 10956,250.00315.00179C - 1358,072.92315.001,137C - 7201,288.96310.00649V - 105189,843.75465.00408C-91,710,303.69310.005,517SEGUNDOC - 1358,072.92320.001,119C - 6878,906.25320.002,747V - 10956,250.00315.00179C - 1358,072.92315.001,137C - 7201,288.96310.00649V - 105189,843.75465.00408C-91,710,303.69310.005,517PRIMERC - 1358,072.92360.00995C - 6878,906.25360.002,441V - 10956,250.00315.00179C - 1358,072.92350.001,023C - 7201,288.96350.00575V - 105189,843.75465.00408C-91,710,303.69350.004,887

Rig EAEje "B": "17", "20"1Inercia de columna