• Author / Uploaded
• Saul Max Huayta Aguilar

Citation preview

*********** Time:

MASTAN2 v3.5.4

12:03:30

Problem Title: **************

Date:

*********** 06/15/2018

TAKEBEYA PORTICO LORENZO

============================= Input for Structural Analysis ============================= General Information Categories: (i) (ii) (iii) (iv) (v) (vi)

Number of Nodes = 17 Number of Elements = 19 Number of Sections = 3 Number of Materials = 1 Number of Supports = 3 Applied Loads

(i)

Node Information

Coordinates Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Fixities Node 1 2 3 4 5 6 7 8 9 10 11 12 13 14

X 1.0000e+00 1.0000e+00 0.0000e+00 1.0000e+00 0.0000e+00 0.0000e+00 1.0000e+00 4.7000e+00 7.0000e+00 7.0000e+00 4.7000e+00 7.0000e+00 7.0000e+00 1.4000e+01 1.4000e+01 1.4000e+01 1.4000e+01

X FIXED FREE FREE FREE FREE FREE FREE FREE FIXED FREE FREE FREE FREE FIXED

Y FIXED FREE FREE FREE FREE FREE FREE FREE FIXED FREE FREE FREE FREE FIXED

Y 0.0000e+00 4.0000e+00 4.0000e+00 7.0000e+00 7.0000e+00 1.0000e+01 1.0000e+01 4.0000e+00 0.0000e+00 4.0000e+00 7.0000e+00 7.0000e+00 1.0000e+01 0.0000e+00 4.0000e+00 5.5000e+00 7.0000e+00 Z FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE

X Rot FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE

Z 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 Y Rot FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE FREE

Z Rot FIXED FREE FREE FREE FREE FREE FREE FREE FIXED FREE FREE FREE FREE FIXED

15 16 17 (ii)

FREE FREE FREE

FREE FREE FREE

FREE FREE FREE

FREE FREE FREE

FREE FREE FREE

FREE FREE FREE

Element Information

Connectivity & Attributes Element Node i Node j Material 1 1 2 1 2 2 3 1 3 5 4 1 4 4 2 1 5 6 7 1 6 7 4 1 7 7 13 1 8 13 12 1 9 4 11 1 10 11 12 1 11 12 10 1 12 2 8 1 13 8 10 1 14 10 9 1 15 12 17 1 16 17 16 1 17 16 15 1 18 10 15 1 19 15 14 1 Connections Restraint Element Node j 1 Free 2 Free 3 Free 4 Free

Length

Beta (deg)

4.0000e+00

0.0000e+00

3

1.0000e+00

0.0000e+00

2

1.0000e+00

0.0000e+00

2

3.0000e+00

0.0000e+00

3

1.0000e+00

0.0000e+00

1

3.0000e+00

0.0000e+00

3

6.0000e+00

0.0000e+00

1

3.0000e+00

0.0000e+00

3

3.7000e+00

0.0000e+00

2

2.3000e+00

0.0000e+00

2

3.0000e+00

0.0000e+00

3

3.7000e+00

0.0000e+00

2

2.3000e+00

0.0000e+00

2

4.0000e+00

0.0000e+00

3

7.0000e+00

0.0000e+00

2

1.5000e+00

0.0000e+00

3

1.5000e+00

0.0000e+00

3

7.0000e+00

0.0000e+00

2

4.0000e+00

0.0000e+00

3

Flexural Stiffness Node i Node j kz

ky

Section

kz

Torsion Warping ky

Node i

Rigid

Rigid

Rigid

Rigid

Free

Rigid

Rigid

Rigid

Rigid

Free

Rigid

Rigid

Rigid

Rigid

Free

Rigid

Rigid

Rigid

Rigid

Free

5

Rigid

Rigid

Rigid

Rigid

Free

6

Rigid

Rigid

Rigid

Rigid

Free

7

Rigid

Rigid

Rigid

Rigid

Free

8

Rigid

Rigid

Rigid

Rigid

Free

9

Rigid

Rigid

Rigid

Rigid

Free

10

Rigid

Rigid

Rigid

Rigid

Free

11

Rigid

Rigid

Rigid

Rigid

Free

12

Rigid

Rigid

Rigid

Rigid

Free

13

Rigid

Rigid

Rigid

Rigid

Free

14

Rigid

Rigid

Rigid

Rigid

Free

15

Rigid

Rigid

Rigid

Rigid

Free

16

Rigid

Rigid

Rigid

Rigid

Free

17

Rigid

Rigid

Rigid

Rigid

Free

18

Rigid

Rigid

Rigid

Rigid

Free

19

Rigid

Rigid

Rigid

Rigid

Free

Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free (iii) Section Information Part I: Properties Number Area 1 1.0000e+05 0.0000e+00 2 1.5000e+05 0.0000e+00 3 1.0000e+05 0.0000e+00

Izz 1.0000e-03

Iyy 0.0000e+00

J 0.0000e+00

1.0000e-03

0.0000e+00

0.0000e+00

1.0000e-03

0.0000e+00

0.0000e+00

Part II: Properties (continued) Number Zzz Zyy 1 Inf Inf VIGAULTIMO 2 Inf Inf VIGA13NIVEL 3 Inf Inf

Cw

Ayy Inf

Azz Inf

Name

Inf

Inf

Inf

Inf

COLUMNA

Wt 0.0000e+00

Name MATERIAL

Part III: Yield Surface Maximum Values Number P/Py Mz/Mpz My/Mpy 1 1.0000e+00 1.0000e+00 1.0000e+00 2 1.0000e+00 1.0000e+00 1.0000e+00 3 1.0000e+00 1.0000e+00 1.0000e+00 (iv)

Material Information

Part I: Properties Number E 1 1.0000e+00

v 3.0000e-01

Fy Inf

(v)

Support Information

Prescribed Displacements Node X 1 0.0000e+00 9 0.0000e+00 14 0.0000e+00

Y 0.0000e+00 0.0000e+00 0.0000e+00

Prescribed Rotations Node X Rot 1 FREE 9 FREE 14 FREE (vi)

Z FREE FREE FREE

Y Rot FREE FREE FREE

Z Rot 0.0000e+00 0.0000e+00 0.0000e+00

Py -4.5000e+00 -4.4000e+00 0.0000e+00

Pz 0.0000e+00 0.0000e+00 0.0000e+00

Applied Load Information

Nodal Forces Node Px 8 0.0000e+00 11 0.0000e+00 16 -2.0000e+00

Nodal Moments Node Mx My Mz *** No concentrated Moments Exist *** Uniform Loads (Note: Refers to local coordinates) Element Wx Wy Wz 2 0.0000e+00 -1.5000e+01 0.0000e+00 3 0.0000e+00 -1.4000e+01 0.0000e+00 5 0.0000e+00 -1.3000e+01 0.0000e+00 7 0.0000e+00 -1.3000e+01 0.0000e+00 9 0.0000e+00 -1.4000e+01 0.0000e+00 10 0.0000e+00 -1.4000e+01 0.0000e+00 12 0.0000e+00 -1.5000e+01 0.0000e+00 13 0.0000e+00 -1.5000e+01 0.0000e+00 15 0.0000e+00 -1.4000e+01 0.0000e+00 18 0.0000e+00 -1.5000e+01 0.0000e+00 19 0.0000e+00 4.0000e+00 0.0000e+00 Temperature Effects (Note: Refers to local coordinates) Element dT(centroid) Tgradient(y') Tgradient(z') Thermal Coef *** No Temperature Effects Defined *** ==================================== End of Input for Structural Analysis ==================================== ############################## Results of Structural Analysis ############################## General Information: Structure Analyzed as: Planar Frame Analysis Type: First-Order Elastic Analytical Results: (i)

Displacements at Step # 1, Applied Load Ratio = 1.0000

Deflections Node X-disp 1 0.0000e+00 2 -3.1673e+04 3 -3.1673e+04 4 -5.4116e+04 5 -5.4116e+04 6 -4.9800e+04 7 -4.9800e+04 8 -3.1673e+04 9 0.0000e+00 10 -3.1673e+04 11 -5.4116e+04 12 -5.4116e+04 13 -4.9800e+04 14 0.0000e+00 15 -3.1673e+04 16 -3.9494e+04 17 -5.4116e+04

Y-disp 0.0000e+00 -6.7959e-03 2.5335e+03 -1.0050e-02 8.5467e+01 1.9417e+04 -1.1624e-02 -5.5460e+04 0.0000e+00 -9.6232e-03 -4.1596e+04 -1.3730e-02 -1.4886e-02 0.0000e+00 -3.8169e-03 -4.5071e-03 -5.1974e-03

Z-disp 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00

Rotations (radians) Node X-rot 1 0.0000e+00 2 0.0000e+00 3 0.0000e+00 4 0.0000e+00 5 0.0000e+00 6 0.0000e+00 7 0.0000e+00 8 0.0000e+00 9 0.0000e+00 10 0.0000e+00 11 0.0000e+00 12 0.0000e+00 13 0.0000e+00 14 0.0000e+00 15 0.0000e+00 16 0.0000e+00 17 0.0000e+00

Y-rot 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00

Z-rot 0.0000e+00 -4.4085e+03 -1.9085e+03 -1.8355e+03 4.9786e+02 -1.8875e+04 -2.1042e+04 1.7013e+04 0.0000e+00 4.0249e+03 1.6147e+04 -6.6677e+03 2.3791e+04 0.0000e+00 2.1227e+04 -1.8467e+03 3.1044e+04

(ii)

Element Results at Step # 1, Applied Load Ratio = 1.0000

Internal End Forces (Note: Refers to local coordinates) Element Node Fx Fy Fz 1 1 1.6990e+02 -7.5920e+00 0.0000e+00 2 -1.6990e+02 7.5920e+00 0.0000e+00 2 2 0.0000e+00 1.5000e+01 0.0000e+00 3 0.0000e+00 0.0000e+00 0.0000e+00 3 5 0.0000e+00 -4.4409e-15 0.0000e+00 4 0.0000e+00 1.4000e+01 0.0000e+00 4 4 1.0848e+02 1.4137e+01 0.0000e+00 2 -1.0848e+02 -1.4137e+01 0.0000e+00 5 6 9.5367e-07 -5.6843e-14 0.0000e+00 7 -9.5367e-07 1.3000e+01 0.0000e+00 6 7 5.2458e+01 1.3334e+01 0.0000e+00 4 -5.2458e+01 -1.3334e+01 0.0000e+00 7 7 1.3334e+01 3.9458e+01 0.0000e+00 13 -1.3334e+01 3.8542e+01 0.0000e+00 8 13 3.8542e+01 -1.3334e+01 0.0000e+00 12 -3.8542e+01 1.3334e+01 0.0000e+00

9 10 11 12 13 14 15 16 17 18 19

4 11 11 12 12 10 2 8 8 10 10 9 12 17 17 16 16 15 10 15 15 14

8.0344e-01 -8.0344e-01 8.0345e-01 -8.0345e-01 1.3690e+02 -1.3690e+02 -6.5450e+00 6.5450e+00 -6.5450e+00 6.5450e+00 2.4058e+02 -2.4058e+02 2.5873e+01 -2.5873e+01 4.6015e+01 -4.6015e+01 4.6015e+01 -4.6015e+01 -1.3852e+01 1.3852e+01 9.5423e+01 -9.5423e+01

4.2027e+01 9.7732e+00 -1.4173e+01 4.6373e+01 1.1736e+01 -1.1736e+01 4.6413e+01 9.0871e+00 -1.3587e+01 4.8087e+01 4.4294e+00 -4.4294e+00 5.1985e+01 4.6015e+01 -2.5873e+01 2.5873e+01 -2.3873e+01 2.3873e+01 5.5592e+01 4.9408e+01 -1.0021e+01 -5.9786e+00

0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00 0.0000e+00

Internal End Moments (Note: Refers to local coordinates) Element Node Mx My Mz B 1 0.0000e+00 0.0000e+00 2 0.0000e+00 0.0000e+00 3 0.0000e+00 0.0000e+00 4 0.0000e+00 0.0000e+00 5 0.0000e+00 0.0000e+00 6 0.0000e+00 0.0000e+00 7 0.0000e+00 0.0000e+00 8 0.0000e+00 0.0000e+00 9 0.0000e+00

1

0.0000e+00

0.0000e+00

-1.4082e+01

2

0.0000e+00

0.0000e+00

-1.6286e+01

2

0.0000e+00

0.0000e+00

7.5000e+00

3

0.0000e+00

0.0000e+00

1.7764e-15

5

0.0000e+00

0.0000e+00

-6.4393e-15

4

0.0000e+00

0.0000e+00

-7.0000e+00

4

0.0000e+00

0.0000e+00

2.0348e+01

2

0.0000e+00

0.0000e+00

2.2063e+01

6

0.0000e+00

0.0000e+00

-3.0864e-14

7

0.0000e+00

0.0000e+00

-6.5000e+00

7

0.0000e+00

0.0000e+00

2.6402e+01

4

0.0000e+00

0.0000e+00

1.3598e+01

7

0.0000e+00

0.0000e+00

3.2902e+01

13

0.0000e+00

0.0000e+00

-3.0153e+01

13

0.0000e+00

0.0000e+00

-3.0153e+01

12

0.0000e+00

0.0000e+00

-9.8474e+00

4

0.0000e+00

0.0000e+00

4.0946e+01

0.0000e+00 10 0.0000e+00 0.0000e+00 11 0.0000e+00 0.0000e+00 12 0.0000e+00 0.0000e+00 13 0.0000e+00 0.0000e+00 14 0.0000e+00 0.0000e+00 15 0.0000e+00 0.0000e+00 16 0.0000e+00 0.0000e+00 17 0.0000e+00 0.0000e+00 18 0.0000e+00 0.0000e+00 19 0.0000e+00

11

0.0000e+00

0.0000e+00

1.8723e+01

11

0.0000e+00

0.0000e+00

-1.8723e+01

12

0.0000e+00

0.0000e+00

-5.0905e+01

12

0.0000e+00

0.0000e+00

2.1168e+01

10

0.0000e+00

0.0000e+00

1.4040e+01

2

0.0000e+00

0.0000e+00

4.5849e+01

8

0.0000e+00

0.0000e+00

2.3203e+01

8

0.0000e+00

0.0000e+00

-2.3203e+01

10

0.0000e+00

0.0000e+00

-4.7722e+01

10

0.0000e+00

0.0000e+00

7.8526e+00

9

0.0000e+00

0.0000e+00

9.8651e+00

12

0.0000e+00

0.0000e+00

6.2226e+01

17

0.0000e+00

0.0000e+00

-4.1332e+01

17

0.0000e+00

0.0000e+00

-4.1332e+01

16

0.0000e+00

0.0000e+00

2.5224e+00

16

0.0000e+00

0.0000e+00

-2.5224e+00

15

0.0000e+00

0.0000e+00

-3.3287e+01

10

0.0000e+00

0.0000e+00

6.9615e+01

15

0.0000e+00

0.0000e+00

-4.7970e+01

15

0.0000e+00

0.0000e+00

-1.4683e+01

14

0.0000e+00

0.0000e+00

6.5973e+00

0.0000e+00 (iii) Reactions at Step # 1, Applied Load Ratio = 1.0000 Forces Node 1 9 14 Moments Node 1 9 14

Rx 7.5920e+00 4.4294e+00 5.9786e+00 Mx FREE FREE FREE

Ry 1.6990e+02 2.4058e+02 9.5423e+01 My FREE FREE FREE

##################################### End of Results of Structural Analysis #####################################

Rz FREE FREE FREE Mz -1.4082e+01 -9.8651e+00 -6.5973e+00