8/13/2019 Analisis de Traslape Lateral(1)
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Sheet1
L3; Zm = 6156
Zm Zabs E Ci Zm Zabs
5806 10506 Zmin 38197 C max = 4600 5656 10256
6156 10506 40500 C m = 4100 6156 10256
6506 10506 Zmax 42803 C min= 3600 6656 10256
dif Z 1000
L6; Zm = 6156
Zm Zabs E Ci Zm Zabs
5856 9256 Zmin 38526 C max = 5500 5056 10556
6156 9256 40500 C m = 4400 6156 10556
6456 9256 Zmax 42474 C min= 3300 7256 10556
dif Z 2200
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8/13/2019 Analisis de Traslape Lateral(1)
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Sheet2
ANALISIS DEL TRASLAPE LATERAL v = 25% E = 40500
S = s*Ei vi = 1 - (A/Si) v = Z/Si A = s*E(1-v) A = 6986.25
L1-L2; Zabs = 10156
Ci Zm Zabs EC max = 4600 5556 10156 Zmin 36553 S1 = 8407.105
C m = 4300 5856 10156 38526 S2 = 8861.053
C min= 4000 6156 10156 Zmax 40500 S3 = 9315.000
dif Z 600
L2-L3; Zabs = 10156
Ci Zm Zabs E
C max = 4700 5456 10156 Zmin 35895 S1 = 8255.789
C m = 4450 5706 10156 37539 S2 = 8634.079
C min= 4200 5956 10156 Zmax 39184 S3 = 9012.368
dif Z 500
L3-L4; Zabs = 10156
Ci Zm Zabs E
C max = 4400 5756 10156 Zmin 37868 S1 = 8709.737
C m = 3900 6256 10156 41158 S2 = 9466.316
C min= 3400 6756 10156 Zmax 44447 S3 = 10222.895
dif Z 1000
L4-L5; Zabs = 10156
Ci Zm Zabs E
C max = 3200 6956 10156 Zmin 45763 S1 = 10525.526
C m = 3000 7156 10156 47079 S2 = 10828.158
C min= 2800 7356 10156 Zmax 48395 S3 = 11130.789
dif Z 400
L5-L6; Zabs = 9346
Ci Zm Zabs E
C max = 4200 5146 9346 Zmin 33855 S1 = 7786.711
C m = 3700 5646 9346 37145 S2 = 8543.289
C min= 3200 6146 9346 Zmax 40434 S3 = 9299.868
dif Z 1000
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Sheet2
OK! 0v1 = 0.17 0.17
v2 = 0.21 0.21 delta Z 0
v3 = 0.25 0.25 Zabs2 = 10156
OK! 0
v1 = 0.15 0.15
v2 = 0.19 0.19 delta Z 0
v3 = 0.22 0.22 Zabs3= 10156
OK! 0
v1 = 0.20 0.20
v2 = 0.26 0.26 delta Z 0
v3 = 0.32 0.32 Zabs4= 10156
OK! -0.02
v1 = 0.34 0.32
v2 = 0.35 0.33 delta Z -810
v3 = 0.37 0.35 Zabs5 = 9346
OK! 0.05
v1 = 0.10 0.15
v2 = 0.18 0.23 delta Z 2025
v3 = 0.25 0.30 Zabs6= 11371
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