This document contains calculations for the structural design of a building, including loads on various structural elements like a signboard, columns, and foundation. Key values include: - Total load (N) = 16.21 tons - Resisting bending moment (MR) = 24.31 ton-meters - Validating bending moment (Mv) = 22.41 ton-meters - Maximum stress (smax) = 61.30 tons/meter^2 - Eccentricity (e) = 1.38 meters

1. L(m) = 8
h(m) = 4
qv = 0,093 t/m2
Fv = 2,99 ton Fv /2 =
Car-
tel
1,49 ton
Foro debate: Solución 2° Taller
Fv = 2,99 ton Fv /2 =
Hv +Df = 15 m
q cartel = 50 kgf /m2
P cartel = 1,6 ton 22,41 = Mv cart = Fv /2 * (Hv + Df)
1,49 ton

2. Columnas l (m) = 0,4
b (m) = 0,3
Hc (m) = 16
P col = 4,61 ton
Fv (ton) = 0,31
hvc (m) = 7,5
Mvc (t*m) = 2,31
Foro: A qué
corresponde Mvc en
esta tabla ?
Zapata
Df (m) = 2
B (m) = 1,5
L (m) = 3
hz (m) = 1
Pz = 10,80 ton Mz = 16,2 t x m
N = P cartel/2 + P col + Psc + Pz
N= 16,21 ton

3. Mom resistente y volcante
N * L /2 = M R = 24,31 t*m
M V = Fv *(Hv + Df)+Mv col
M v = 22,41 t*m
Check e< B / 6 No cumple
22,41
16,21
L / 6= 0,50 m
e (m) = 1,38
==> Usar fórmula
q adm (t /m2)= 40
L -2e = 0,24
4N = 64,83 ton
3B (L-2e) = 1,06
s max = 61,30 t/m2
Es “L/6” o
“B/6” ?
Que les parece el
valor de “e”?

4. X /3 = L /2 - e = 0,12
X (m) = 0,35 12% No cumple con el 80%
Zona traccionada = 88%

5. Resumen de resultados
Pz = 10,80
N=R (ton) = 16,208
MvT (t*m) = 22,41
24,31
22,41
22,41
16,208
s max = 61,30 t/m2
1,08
e (m) = 1,38
FSv =