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R P Δ R1 P1 Δ1 1 R2 P2 Δ2 4 7 Valores R3 P3 Δ3 2: B Xi Yi Xj Yj L C S EI

The document contains information and calculations related to structural analysis. It includes values for forces (R), displacements (Δ), moments (M), and other structural properties. The calculations result in small displacements and forces, indicating the structure is in equilibrium and satisfies the equations of motion.
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0% found this document useful (0 votes)
33 views2 pages

R P Δ R1 P1 Δ1 1 R2 P2 Δ2 4 7 Valores R3 P3 Δ3 2: B Xi Yi Xj Yj L C S EI

The document contains information and calculations related to structural analysis. It includes values for forces (R), displacements (Δ), moments (M), and other structural properties. The calculations result in small displacements and forces, indicating the structure is in equilibrium and satisfies the equations of motion.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as ODS, PDF, TXT or read online on Scribd
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R = K P

E = ### kg/cm R P
Rx1 Px1 x1 R
3 60 R1 Ry1 P1 Py1 1 y1 R
2 1 M1 M1 1 R
25 cm Rx2 Px2 500 x2 L
4 R2 Ry2 P2 Py2 -500 2 y2 L
7 VALORES M2 M2 3000 2 L
1 A = 0.15 m Rx3 Px3 ### x3 L
2 E = ### t/m R3 Ry3 P3 Py3 0 3 y3 L
4 I = ### m4 M3 M3 1000 3 L
Rx4 Px4 x4 R
2 8 R4 Ry4 P4 Py4 4 y4 R
10 m M4 M4 4 R

B Xi Yi Xj Yj L C S EI 4EI/L 6EI/L2 12EI/L3 EA/L


12 2 2 6 4.472 0.45 0.89 ### 9660 3240 1449 ###
14 2 10 10.2 1 -0.2 ### 4236 623 122 ###
23 2 6 10 7 8.062 1 0.12 ### 5358 997 247 ###
34 10 7 10 7 0 -1 ### 6171 1322 378 ###

1 2
### ### ### ### ### ### 0.45 0.89 0 0 0 0
### ### 1449 ### ### 1449 1 -0.89 0.45 0 0 0 0
K1 ### 1449 9660 2898 ### 4830 1T = 0 0 1 0 0 0
### ### 2898 ### ### 2898 0 0 0 0.45 0.89 0
### ### ### ### ### ### 2 0 0 0 -0.89 0.45 0
### 1449 4830 2898 ### 9660 0 0 0 0 0 1
1 4
### ### 122 ### 6765 122 0.98 -0.2 0 0 0 0
### 1475 611 6765 ### 611 1 0.2 0.98 0 0 0 0
K2 122 611 4236 -122 -611 2118 2T = 0 0 1 0 0 0
### 6765 -122 ### ### -122 0 0 0 0.98 -0.2 0
6765 ### -611 ### 1475 -611 4 0 0 0 0.2 0.98 0
122 611 2118 -122 -611 4236 0 0 0 0 0 1
2 3
### 5465 -124 ### ### -124 0.99 0.12 0 0 0 0
5465 930 989 ### -930 989 2 -0.12 0.99 0 0 0 0
K3 -124 989 5358 124 -989 2679 3T = 0 0 1 0 0 0
### ### 124 ### 5465 124 0 0 0 0.99 0.12 0
### -930 -989 5465 930 -989 3 0 0 0 -0.12 0.99 0
-124 989 2679 124 -989 5358 0 0 0 0 0 1
3 4
378 0 1322 -378 0 1322 0 -1 0 0 0 0
0 ### 0 0 ### 0 3 1 0 0 0 0 0
K4 1322 0 6171 ### 0 3086 4T = 0 0 1 0 0 0
-378 0 ### 378 0 ### 0 0 0 0 -1 0
0 ### 0 0 ### 0 4 0 0 0 1 0 0
1322 0 3086 ### 0 6171 0 0 0 0 0 1
R K P
x1 y1 z1 x2 y2 z2 x3 y3 z3 x4 y4 z4
Rx1 ### ### -2776 ### ### -2898 ### 6765 122 x1 0 0
Ry1 ### ### 2060 ### ### 1449 6765 -1475 611 y1 0 0
M1 -2776 2060 ### 2898 -1449 4830 -122 -611 2118 z1 0 0
0 ### ### 2898 ### ### 2774 ### -5465 -124 x2x2 0.5
0 ### ### -1449 ### ### -460 -5465 -930 989 y2y2 -0.5
0 -2898 1449 4830 2774 -460 ### 124 -989 2679 z2 2 3
0
= ### -5465 124 ### 5465 1446 -378 0 1322 x3x3
- -1
0 -5465 -930 -989 5465 ### -989 0 ### 0 y3y3 0
0 -124 989 2679 1446 -989 ### -1322 0 3086 z3 3 1
Rx4 ### 6765 -122 -378 0 -1322 ### -6765 -1445 x4 0 0
Ry4 6765 -1475 -611 0 ### 0 -6765 ### -611 y4 0 0
M4 122 611 2118 1322 0 3086 -1445 -611 ### z4 0 0
R K P
x2 y2 z2 x3 y3 z3 x1 y1 z1 x4 y4 z4
0 ### ### 2774 ### -5465
-124 ### ### 2898 x2x2 0.5
0 ### ### -460 -5465 -930
989 ### ### -1449 y2y2 -0.5
0 2774 -460 ### 124 -989
2679 -2898 1449 4830 z2 2 3
0 ### -5465 124 ### 5465
1446 -378 0 1322 x3x3 -1
0 -5465 -930 -989 5465 ###
-989 0 ### 0 y3y3 0
0 -124 989 2679 1446 -989
### -1322 0 3086 z3 3 1
Rx1
= ### ### -2898 ### ### -2776 ### 6765 122 x1 0
- 0
Ry1 ### ### 1449 ### ### 2060 6765 -1475 611 y1 0 0
M1 2898 -1449 4830 -2776 2060 ### -122 -611 2118 z1 0 0
Rx4 -378 0 -1322 ### 6765 -122 ### -6765 -1445 x4 0 0
Ry4 0 ### 0 6765 -1475 -611 -6765 ### -611 y4 0 0
M4 1322 0 3086 122 611 2118 -1445 -611 ### z4 0 0

0.5 61228 37085 2774 -43969 -5465 -124 x2


-0.5 37085 65619 -460 -5465 -930 989 y2
3 2774 -460 15018 124 -989 2679 2
-1
= -43969 -5465 124 44347 5465 1446 x3
0 -5465 -930 -989 5465 52359 -989 y3
1 -124 989 2679 1446 -989 11530 3

x2 ### ### ### ### ### ### 0.5 x2= -0.001


y2 ### ### ### ### ### ### -0.5 y2= 0.0003
2 ### ### ### ### ### ### 3 2= 0.0003
x3
= ### ### ### ### ### ### -1 x3= -0.001
y3 ### ### ### ### ### ### 0 y3= 1E-05
3 ### ### ### ### ### ### 1 3= 6E-05

Rx1 -17259 -31620 -2898 0 0 0 -0.001 ### 0 Rx1= 0.377


Ry1 -31620 -64689 1449 0 0 0 0.0003 ### 0 Ry1= 1.028
M1 2898 -1449 4830 0 0 0 0.0003 ### 0 M1= ###
Rx4
= 0 0 0 -378 0 -1322 -0.001 ### 0 Rx4= 0.123
Ry4 0 0 0 0 -51429 0 1E-05 ### 0 Ry4= ###
M4 0 0 0 1322 0 3086 6E-05 ### 0 M4= ###

R F
0.5 -0.5 CUMPLE
0.5 -0.5

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