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

Estructuras de Concreto 1 -----------------~
B - 2
B - 1
Units:
Beam
B(l-10)
4
5
1 1
2
3
4
5
1 1
2
3
4
5
KN, KN-m
729.1
729.1
708.3
708.3
598 . 9
598.9
-10.4
-10.4
898.4
898.4
708 . 3
708.3
729.1
729.1
236.0
236.0
23.0
23.0
354.0
354.0
306.2
306.2
260.3
260.3
-84.7
-84.7
41.3
41.3
18.1
18.1
-63.0
-63.0
27.1
27.1
-41.3
-41.3
84.7
84 . 7
-60.5
-60.5
-52 . 6
-52.6
-90.7
-90.7
-125 . 1
-125 . 1
-20 . 0
-20.0
p Linear Analysis -
END
END
Floor Load
I
J
Axl
Axl
2 1
2
3
60.5
60.5
46.9
46.9
90.7
90 . 7
4 119 . 5
119 . 5
5 25.6
25.6
X/L = 0.0
X/L = l. O
Shr2
Shr2
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
Beam End Forces
Shr3
Shr3
0.0 -221.8
0.0 -154.5
0.0 -23 . 0
0.0 -23.0
0 . 0 -332.8
0.0 -231.8
0.0 -289.2
0.0 -208 . 3
0.0 -243.2
0.0 -162.4
Torque
Torque
M2
M2
0.0 -117.3
0.0 61.5
0.0 -96.1
0.0 -74.3
0.0 -175.9
0.0 92.2
0.0 -236.8
0.0 -0.5
0 . 0 -44.6
0.0 148.1
o.o
o.o
o.o
o.o
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
M3
M3
0.0
0.0
0.0
0.0
0.0
0 . 0
0.0
0.0
0 . 0
0.0
23
-45.
-!2).
116,
35,
-67,
-94,
62,
151,
-17C.
-78.8
151.
-109.6
90.2
-118.2
226.5
-204.2
271.3
15.
91.0
M2 (+)max
M2
X/L
61.5 1.0
o. o 0.0
92.2 1.0
o. o 0.0
148.1 1.0
----Capftulo 7 sistemas de losas armadas en dos direcciones
6 1D-2I) 2
8 ,2r-Zl 2
B(2-2D) 2
B(2D-3I) 2
B(3I-3) 2
1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
1
2
3
60.5
60.5
14.0
14.0
90.7
90.7
86.6
86.6
58.5
58.5
60.5
60.5
-18.8
-18.8
90.7
90.7
53.7
53 . 7
91.4
91.4
42.4
42.4
32.9
32.9
63.6
63 . 6
83.7
83.7
18 . 0
18 . 0
42.4
42 . 4
0 . 0
0.0
63.6
63.6
50 . 9
50.9
50.9
50 . 9
42.4
42 . 4
-32 . 9
-32 . 9
63.6
63.6
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
-154.5
239.1
-23.0
-23 . 0
-231.7
358.7
-208.3
263.9
-162 . 4
309 . 8
239.1
306.4
-23.0
-23.0
358 . 7
459.7
263.9
344 . 7
309 . 9
390 . 7
-264.1
-196.8
-12.6
-12.6
-396.2
-295.2
-329 . 5
-248.7
-304.4
-223.6
-196.8
196.8
-12.6
-12.6
-295.2
295.2
-248.7
223.6
-223.6
248.7
196.8
264.1
-12.6
-12.6
295.2
396 . 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
Q. O
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
61.5
-173 . 3
-74.3
53.1
92 . 2
-259 . 9
-0.5
-154.9
148.1
-261 . 1
-173.3
-432.4
53.1
74.9
-259 . 9
-648.6
-154.9
-444.0
-261 . 7
-593.8
-392.3
-173 . 4
-46.8
-34.9
-588.5
-260.0
-517.6
-242.9
-424.0
-173.2
-173.4
-173.4
-34 . 9
34.9
-260.0
-260.0
-242.9
-173 . 2
-173.2
-242 . 9
-173 . 4
-392 . 3
34 . 9
46 . 8
-260 . 0
-588.4
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
229.7 0 . 4
53.1 l. o
344.5 0.4
254.4 0 . 45
303 . 0 0 . 35
0 . 0 0.0
74 . 9 1.0
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
99.7 0.5
34.9 1.0
149 . 5 0.5
119 . 8 0.55
119.8 0.45
0.0 0.0
46.8 1.0
0.0 0.0
410
411