Carga est´ a tica sobre el piso
Kn
Lbs
SI-110
15
3300
SI-110 TILT
17
3900
SI-135
22.3
4900
SI-135 TILT
24.9
5600
SI-200
26.8
5900
SI-200 TILT
30.25
6800
SI-275
47.7
10500
SI-275 TILT
51.3
11300
Cuadro 2.2: FUNDACI ´ ON
Presi ´ on est´ a tica
Carga din´ a mica sobre el piso
kN/m2
Lbs-ft2
kN
5.7
117
1.5
6.5
138.5
1.5
7.4
152
1.5
8.3
173.9
1.5
7.13
149
2.45
7.13
149
2.45
11.96
248
4.09
13.05
267
4.09
18
Descarga din´ a mica m´ a xima
Lbs
kN
330
1.5
330
1.5
330
1.5
330
1.5
540
2.45
540
2.45
900
4.09
900
4.09
Presi ´ on din´ a mica
Lbs
kN/m2
Lbs-ft2
330
0.57
11.7
330
0.57
11.7
330
0.57
11.7
330
0.5
10.25
540
0.88
18.3
540
0.88
18.3
900
1.04
21.3
900
1.04
21.3