Vy &#34

σ

! " # ! $ ! N_z

% # # ! $ ! V_y

" ! & ! # ! $ ! M_x

% ! Pz =(B⋅A⋅H)⋅γcls

'' ! ' ( % N ' ! = B−b

s_y 2

) ' ( ! % ! q_t

) ** *+

) ** *+

) ** *+

) ** *+

" ' ' !%$' ! & '' ! ', -' ', ! ! . ! ' !

% !

" N_tot =N_z +P_z

" ! M_tot =M_x−N_z⋅s_y+V_y⋅H

* ' ' / '' ! ' ( ' ! 0$ % 1 # ! " # ! $!

" " ! 0$ 1 ! 0$

'' ! ' (

tot tot

N e= M

* ! % ! 2 !# 3 ! '' ' ! %/! 2 !% 1%$ % #$ !

' % !

'' ' ! %/! =

;6 6

A C B

* / '' ! ' ( ' % % &$ % ! '' %/! 1 $" % !

) ! % !% # 0$ ' ! 1 $" % ! ! ! % / ! $

! " " # ! $ !

0$ ! = ⋅ B−e

y 3 2

0$ ! _t ^tot q_t

A yN ≤

⋅

= 2⋅ σ

* / '' ! ' ( ' % /! ! % ! '' ' ! %/! 3 ! ! ! 3

! ! ', # ! ! $ ! ! $ % ' " ! 1 # !

! ! " " $ ! _t ^tot q_t

B e A

B

N ⋅ + ⋅ ≤

= ⋅ 1 6

max

σ ,

! ! " ! " $ ! _t ^tot q_t

B e A

B

N ⋅ − ⋅ ≤

= ⋅ 6

min 1 σ ,

4 $ / '' ! ' ( ' % $ % % ! '' %/! ! ! " " $ !

1 # !

! ! " " $ ! _t ^tot q_t

A BN ≤

⋅

= 2⋅

max

σ ,

) * /

) * /

) * /

) * /

&', " !

&', " !

&', " !

&', " !

" ! ! ! 5 M_Rx =M_x +V_y⋅H

" ! ! ! 5 ( )

2 P B b B N

M_Sx = _z⋅ − + _z⋅

" ! ! ! M_Ry =M_y+V_x⋅H

" ! ! ! ( )

2 P A N

M_Sy = _z + _z ⋅

&' " ! ! 5 = ≥1.5

Rx

Rx MSx

µ M

&' " ! ! = ≥1.5

Ry Sy

Ry M

µ M

&', ' " !

&', ' " !

&', ' " !

&', ' " !

% ' " ! S= V_x² +V_y²

! N_S =N_z +P_z

) &&' ! % ! 6 ' f_s =tanδ =0.4

) &&' ! ! ' 1 f_s =tanδ+c ⋅′Area_FONDAZIONE+Spintapassiva

&' " ! = ⋅ ≥1.3

S N f_{s S} µsl

5

5

5

5

) +

) +

) +

) +

" ! ! % d×c

" ' ' % $! ! " ! ^u=2⋅(^H+c)^+2⋅(^{H +d})

&' ! ! " " ₀

9 .

0 u d ^c

N τ

τ ≤

⋅

= ⋅

&' " $ " F_res =0.5⋅u⋅H⋅ f_ctd ≥F_punzonamento

* 1 &' ! ! & %% & % 1 " ! $! ! " !

+ + + +

* % / % ! 7& 8 $9 $% ! ' ! ', " % " !

!' % $! ' ' q=σ_t⋅A ^{# ! % 1 /}

' !% ! ! % ! 3 % $! ' ' q_p = A⋅H⋅γ_cls # ! % / 1

' !% ! % !

'' % ' ' $ " ! $9 % %$ !# %

σ 0 : '

:%

'

%;<

;< =>?

%