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ESTRUCTURAS-EN-CONCRETO-JORGE-SEGURA-FRANCO-7ED-pdf

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Estructuras de Concreto 1 -------------------<br />

Date: 5-10-2010<br />

Time : 3 : 2 7 : 11<br />

---________ Capftu/o 5 Sistema de Losas armadas en una dirección<br />

D A T A<br />

Company : <strong>JORGE</strong> <strong>SEGURA</strong> <strong>FRANCO</strong><br />

Engineer: Jorge I. Segura Franco<br />

Project: Estructuras de Concreto I - Problema 5- 4<br />

Total number of members .... .<br />

Number of columns ..... ... . . .<br />

Number of beams ...... ..... .<br />

Number of braces .......... .<br />

5<br />

4<br />

1<br />

o<br />

Rectangular Plane Frame<br />

C O L U M N<br />

S E C T I O N S<br />

0------------------¿<br />

1 AXES INFORMATION 1<br />

A------------------0<br />

Number of axes ...... . 2<br />

Number of stories ... . 2<br />

Frame total width ...<br />

Frame total height ..<br />

Axis Bay Story Height<br />

(m)<br />

(m)<br />

1 ground<br />

7.44 3.50<br />

2 2<br />

3.50<br />

N O D E<br />

D A T A<br />

Axis Floor X y z Axis Floor X<br />

y<br />

7. 44 (m)<br />

7. o o (m)<br />

z<br />

sec<br />

Name<br />

Number of prismatic sections<br />

Shape b h tw<br />

(mm) (mm) (mm)<br />

tf<br />

(mm)<br />

A<br />

(mm2)<br />

1<br />

I2<br />

(mm4)<br />

I3<br />

(mm4)<br />

J<br />

(mm4)<br />

columnl Rectang 500 350 175000 1.79E+09 3.65E+09 3.99E+09<br />

COLUMNS<br />

Co1umn Story L<br />

(m)<br />

A-2 2 3 . 50<br />

A-2 1 3 . 50<br />

A-1 2 3 .50<br />

A-1 1 3 . 50<br />

Lu<br />

(m)<br />

3.25<br />

3.25<br />

3.25<br />

3.25<br />

a<br />

(m)<br />

0 .25<br />

0.00<br />

0.25<br />

0.00<br />

e<br />

(m)<br />

0.00<br />

0.25<br />

0.00<br />

0.25<br />

Theta<br />

( o)<br />

90.0<br />

90.0<br />

90.0<br />

90.0<br />

Se e<br />

1<br />

1<br />

1<br />

1<br />

Mat<br />

1<br />

1<br />

1<br />

1<br />

System<br />

G&L<br />

G&L<br />

G&L<br />

G&L<br />

A-1 1 0.00 0.00 0.00 A- 2 1 0.00<br />

A- 1 2 0.00 0.00 3.50 A-2 2 0 . 00<br />

A-1 3 0.00 0.00 7.00 A-2 3 0.00<br />

7 . 44 o. 00<br />

7.44 3 . 50<br />

7.44 7. 00<br />

BE A M<br />

S E C T I O N S<br />

Number of prismatic sections 1<br />

M A T E R I A L S<br />

Number of materials 1<br />

REINFORCED CONCRETE<br />

Mat N ame f'c fy fys1 fys2 E G w<br />

(MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (N/m3)<br />

1 RConcrete1 21 420 420 420 21600 8640 24000 . 0<br />

Sec Name Shape b h tw tf A I2<br />

(mm) (mm) (mm) (mm) (mm2) (mm4)<br />

I3<br />

(mm4)<br />

J<br />

(mm4)<br />

-1- Bearnl Rectang 500 500 - 250000 5.21E+09 5.21E+09 7.71E+09<br />

BEAM<br />

Beam Floor L<br />

(m)<br />

Lu<br />

(m)<br />

a<br />

(m)<br />

e<br />

(m)<br />

Se e<br />

Mat<br />

System<br />

A(l-2) 2 7 . 44<br />

7 . 09<br />

0.18<br />

0 .18<br />

1<br />

1 G&L<br />

254<br />

255

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