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

Estructuras de Concreto 1 --- ----- - - - - ------
-----Capftulo 7 sistemas de losas armadas en dos direcciones
A (DI-O) 2
4
5
75.4
75 . 4
102 . 4
102 . 4
1 74 . 1
74.1
2 -46 . 9
-46.9
3 111.1
111.1
4 42.0
42.0
5 135.8
135.8
0 . 0
0 . 0
0 . 0
0.0
0.0
0.0
0.0
0.0
0 . 0
0 . 0
0 . 0
0.0
0.0
0.0
p Linear Analysis -
- 313.8
177 . 6
-273 . 2
218.1
164 . 9
225 . 6
-20.3
-20.3
247 . 4
338 . 5
177 . 6
250 . 4
218.1
291.1
0 . 0
0 . 0
0.0
0.0
-323.0
113 . o
-212.6
-36.2
0.0
0.0
0.0
0.0
318 . 1
273 . 6
0 . 0 32.0 0.0 32.0
0.0 -153.5 0.0
0.0 74.6 0.0 93.9
0 . 0 93.9 0 . 0
0 . 0 48 . 0 0 . 0 48 . 0
0 . 0 -230 . 2 0.0
0.0 113 . 0 0.0 113 . 0
0 . 0 -90 . 3 0.0
0.0 -36 . 2 0.0 o.o
0.0 -278.1 0 . 0
Support Reactions
o.
o.
O,
l.
o.
o.
o.
panY: JORGE SEGURA FRANCO
~ject: Estructuras de Concreto I - Prob7.7- Port ByC 12:51 : 29
5 .os-1999
c 09409
4o94094094094094094094094094094094094094094094094094094094o9
409409409409409409409409409409409409409409409409409409409409409409
409409409409409409409409409409409409409409409409409409409409409409
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QAD COMBINATIONS
No Load combination
AAAAAA ~
1
2
3
4
5
OT
EQ
1:5oT
l. 20T + EQ
l. 20T - EQ
p Linear Analysis -
Column End Forces
A
Ground
1
2
3
4
5
74.09
52.00
111.14
140 . 91
36.91
0 . 00
0.00
0.00
0 . 00
0 . 00
238.44
20. 28
357.66
306 . 41
265.85
0 . 00
0.00
0.00
0 . 00
0 . 00
96 . 46
110.06
144 . 69
225 . 81
5.69
ni ts : KN, KN -m
BOTTOM
TOP
B
e
D
Ground
Ground
Ground
1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
-21.28
63 . 61
-31.92
38.07
-89 . 15
21.28
63 . 61
31.93
89 . 15
-38 . 07
-74 . 09
52 . 00
-111.14
- 36 . 91
-140 . 91
0 . 00
0 . 00
0 . 00
0.00
0 . 00
0.00
0.00
0 . 00
0 . 00
0 . 00
0 . 00
0.00
0 . 00
0 . 00
0 . 00
596 . 50
-8.66
894 . 74
707 . 14
724.45
596.50
8 . 66
894.75
724.45
707.14
238.44
-20.28
357.66
265.85
306.41
0.00
0 . 00
0 . 00
0.00
0 . 00
0 . 00
0.00
0 . 00
0 . 00
0.00
0 . 00
0.00
0.00
0 . 00
0.00
-27 . 96
125 . 31
-41. 94
91 . 76
-158 . 86
27 . 96
125 . 31
41.94
158 . 86
-91.76
-96.46
110.06
-144 . 69
-5 . 69
-225 . 81
o.c
o.c
o.c
o.c
o.c
0 .0
0.0
0.0
0.00
o. 00
o .00
o.o
o.o
0. 00
o. 00
B 4 1
8 - 3 1
1 236 . 0
236.0
2 -23. o
-23.0
3 354 . 0
354 . 0
4 260.3
260 . 3
5 306 . 2
306 . 2
1 598 . 9
598 . 9
2 10.4
10 . 4
3 898.4
898 . 4
60.5
60.5
-52.6
-52 . 6
90 . 7
90 . 7
20 . 0
20.0
125 . 1
125.1
-18 . 1
-18 . 1
-63.0
-63 . 0
- 27.2
-27 . 2
0.0
0.0
0.0
0.0
0 . 0
0.0
0.0
0.0
0 . 0
0.0
0 . 0
0 . 0
0 . 0
0 . 0
0.0
0 . 0
0.0
0.0
0.0
0 . 0
0 . 0
0.0
0 . 0
0 . 0
0.0
0.0
0 . 0
0.0
0.0
0.0
0.0
0 . 0
0.0
0.0
0.0
0 . 0
0 . 0
0 . 0
0 . 0
0 . 0
0 . 0
0 . 0
0 . 0
0.0
0.0
0.0
0.0
0.0
78.8
-151.0
-109 . 6
90 . 2
118 . 2
-226.4
-15 . 1
-91 . o
204 . 1
- 271 . 3
-23.7
45.0
-123 . 3
116 . 2
-35 . 6
67 . 5
408
409