H-CROSS
12
12 Tn KAB = 4 A B 12 Tn 2 m 4 m M1 M2 M3 10.67 -5.33 10.67 12 Tn KAB = 4 A B 1 C.D. 0 0.57 0.43 2 M.E.P. 10.67 -5.33 10.67 3 SUMA DE LOS M.E.P. 10.67 5.33 5.33 4 CAMBIO DE SIGNO -10.67 -5.33 -5.33 5 4*1 0 x 0.5 -3.047619 -2.2857143 INTERACIONES 1 -1.5238095 0 -3.6666667 -1.52 -3.67 -3.67 1.52 3.67 3.67 0 x 0.5 2.0952381 1.57142857 2 1.04761905 0 0.57142857 1.05 0.57 0.57 -1.05 -0.57 -0.57 0 x 0.5 -0.3265306 -0.244898 3 -0.1632653 0 -0.3928571 -0.16 -0.39 -0.39 0.16 0.39 0.39 0 x 0.5 0.2244898 0.16836735 4 0.1122449 0 0.06122449
-
Upload
byakuyakuchiki -
Category
Documents
-
view
223 -
download
0
description
excel - ejemplo
Transcript of H-CROSS
12 Tn
KAB = 4
A B
12 Tn
2 m 4 mM1 M2 M3
10.67 -5.33 10.67
12 Tn
KAB = 4
A B
1 C.D. 0 0.57 0.432 M.E.P. 10.67 -5.33 10.673 SUMA DE LOS M.E.P. 10.67 5.33 5.334 CAMBIO DE SIGNO -10.67 -5.33 -5.335 4*1 0 x 0.5 -3.04761905 -2.28571429
POCA
S IN
TERA
CIO
NES
1 -1.52380952 0 -3.66666667-1.52 -3.67 -3.671.52 3.67 3.67
0 x 0.5 2.0952381 1.571428572 1.04761905 0 0.57142857
1.05 0.57 0.57-1.05 -0.57 -0.57
0 x 0.5 -0.32653061 -0.244897963 -0.16326531 0 -0.39285714
-0.16 -0.39 -0.390.16 0.39 0.39
0 x 0.5 0.2244898 0.168367354 0.1122449 0 0.06122449
POCA
S IN
TERA
CIO
NES
0.11 0.06 0.06-0.11 -0.06 -0.06
0 x 0.5 -0.03498542 -0.026239075 -0.01749271 0 -0.04209184
-0.02 -0.04 -0.040.02 0.04 0.04
0 x 0.5 0.02405248 0.018039366 0.01202624 0 0.00655977
10.13 -6.40 6.41
12 Tn
KAB = 4
A B
2 Tn/m 6 Tn
KBC = 3
C D
2 Tn/m 6 Tn
8 m 3 mM4 M5
-10.67 18.00
2 Tn/m 6 Tn
KBC = 3 0
C D
1 0-10.67 18.00 SUMA7.33 7.33-7.33 -7.33
MAS
INTE
RACI
ON
ES
x 0.5 x 0.5 -7.33333333 0 SUMA-1.14285714 SUMA
-1.14 -1.141.14 1.14
x 0.5 x 0.5 1.14285714 0 SUMA0.78571429 SUMA
0.79 0.79-0.79 -0.79
x 0.5 x 0.5 -0.78571429 0 SUMA-0.12244898 SUMA
-0.12 -0.120.12 0.12
x 0.5 x 0.5 0.12244898 0 SUMA0.08418367 SUMA
0.08 0.08
MAS
INTE
RACI
ON
ES
-0.08 -0.08x 0.5 x 0.5 -0.08418367 0 SUMA
-0.01311953 SUMA-0.01 -0.010.01 0.01
x 0.5 x 0.5 0.01311953 0 SUMA0.00901968 SUMA
-17.99 18.00
2 Tn/m 6 Tn
KBC = 3 0
C D
MOMENTOS DE EMPOTRAMIENTO PERFECTO
12 Tn 2 Tn/m
KAB = 4 KBC = 3
A B
0 0.57 0.4310.67 -5.33 10.67
0 -3.04761905 -2.285714291 -1.52380952 0 -3.66666667
0 2.0952381 1.571428572 1.04761905 0 0.57142857
0 -0.32653061 -0.244897963 -0.16326531 0 -0.39285714
0 0.2244898 0.168367354 0.1122449 0 0.06122449
0 -0.03498542 -0.026239075 -0.01749271 0 -0.04209184
0 0.02405248 0.018039366 0.01202624 0 0.00655977
0 -0.00374844 -0.002811337 -0.00187422 0 -0.00450984
0 0.00257705 0.001932798 0.00128853 0 0.00070283
0 -0.00040162 -0.000301219 -0.00020081 0 -0.0004832
0 0.00027611 0.0002070810 0.00013806 0 7.53034E-05
0 -4.3031E-05 -3.2273E-0511 -2.1515E-05 0 -5.1771E-05
0 2.95835E-05 2.21876E-0512 1.47917E-05 0 8.06823E-06
M 10.13 -6.40 6.40SIGNOS (-) (-) (-)
12 Tn 2 Tn/m
KAB = 4 KBC = 3
A B
2 m 4 m 8 m0 2 6
M 10.13 -6.40 6.40
0.62 -0.62 -1.45Ro W 8Ro P 8 4
R Def 8.62 3.38 6.55SIGNOS (+) (-) (+)
ΔM/L
6.006.55
-9.45
8.62
-3.38
DIAGRAMA DE FUERZAS CORTANTES
TRAMO A-BTRAMO B-CTRAMO C-D
6.006.55
-9.45
8.62
-3.38
DIAGRAMA DE FUERZAS CORTANTES
TRAMO A-BTRAMO B-CTRAMO C-D
6 Tn
0
C D
1 0-10.67 18.00
-7.33333333 0-1.14285714 01.14285714 00.78571429 0
-0.78571429 0-0.12244898 00.12244898 00.08418367 0
-0.08418367 0-0.01311953 00.01311953 00.00901968 0
-0.00901968 0-0.00140566 00.00140566 00.00096639 0
-0.00096639 0-0.00015061 00.00015061 00.00010354 0
-0.00010354 0-1.6136E-05 01.61365E-05 01.10938E-05 0
-18.00 18.00(-) (-)
6 Tn
0
C D
3 m14 17
-18.00 18.00X V M
1.45 0 0.008 0 8.62
6 2 8.622 -3.38
9.45 6.00 6 -3.38(-) (+) 6 0
0 06 0.006 6.55
14 -9.4514 0.006 0.00
14 014 6.0017 6.0017 014 0
6.006.55
-9.45
8.62
-3.38
DIAGRAMA DE FUERZAS CORTANTES
TRAMO A-BTRAMO B-CTRAMO C-D
6.006.55
-9.45
8.62
-3.38
DIAGRAMA DE FUERZAS CORTANTES
TRAMO A-BTRAMO B-CTRAMO C-D
