ZESTAWIENIE OBCIĄŻEŃ NA FILAR ŚCIANY WEWNĘTRZNEJ

b_o1 = 0,90 m
b_o2 = 0,90 m
b _fz = 1,355 m
h_f = 3,07 m
A_fz¹ = 8,3881m²
A_fz² = 7,8354 m²
A_f* = 6,9229 m²
A_f^O = 5,0329m²

N_fz=$\left( b_{\text{fz}} + \frac{1}{2} \bullet b_{o1} + \frac{1}{2} \bullet b_{o2} \right) \bullet h_{f} \bullet G_{d}^{\text{fz}} \bullet \frac{A_{f}^{O}}{A_{f}^{*}} = \left( 1,355 + \frac{1}{2} \bullet 0,90 + \frac{1}{2} \bullet 0,90 \right) \bullet 3,07 \bullet 5,954 \bullet \frac{5,0329}{6,9229} = \ \ \ \ \ = \mathbf{29}\mathbf{,9657}\mathbf{\text{\ kN}}$

$$\frac{1}{2}N_{\text{fz}} = \frac{1}{2} \bullet 16,1052 = 14,9828\text{\ kN}$$

2 PIĘTRO

$${N_{1d}^{2P} = \left( G_{d} + s_{d} \right)^{\text{stropodach}} \bullet A_{\text{fz}} = \left( 5,468 + \frac{1,168}{\cos\left( 2^{o} \right)} + \frac{1,08}{\cos\left( 2^{o} \right)} \right) \bullet 8,3881 + 0,385 \bullet 7,8354 = \backslash n}{\ \ \ \ \ \ \ \ \ \ = \mathbf{67,7507\ kN}}$$

$$N_{\text{md}}^{2P} = N_{1d}^{2P} + \frac{1}{2}N_{\text{fz}} = 67,7507 + 14,9828 = \mathbf{82,7335}\mathbf{\text{\ kN}}$$

$$N_{2d}^{2P} = N_{\text{md}}^{2P} + \frac{1}{2}N_{\text{fz}} = 82,7335 + 14,9828 = \mathbf{97,7163}\mathbf{\text{\ kN}}$$

1 PIĘTRO

$${N_{1d}^{1P} = N_{2d}^{2P} + \left( G_{d} + q_{d} \right)^{\text{strop}} \bullet A_{\text{fz}} = 97,7163 + 3,983 \bullet 8,3881 + 4,485 \bullet 7,8354 = \mathbf{166,2679}\mathbf{\text{\ kN}}}{N_{\text{md}}^{1P} = N_{1d}^{1P} + \frac{1}{2}N_{\text{fz}} = 166,2679 + 14,9828 = \mathbf{181,2507}\mathbf{\text{\ kN}}}$$

$$N_{2d}^{1P} = N_{\text{md}}^{1P} + \frac{1}{2}N_{\text{fz}} = 181,2507 + 14,9828 = \mathbf{196,2335}\mathbf{\text{\ kN}}$$

PARTER

$${N_{1d}^{\text{parter}} = N_{2d}^{1P} + \left( G_{d} + q_{d} \right)^{\text{strop}} \bullet A_{\text{fz}} = 196,2335 + 3,983 \bullet 8,3881 + 4,485 \bullet 7,8354 = \backslash n}{\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ = \mathbf{264,7851}\mathbf{\text{kN}}}{N_{\text{md}}^{\text{parter}} = N_{1d}^{\text{pa}\text{rter}} + \frac{1}{2}N_{\text{fz}} = 264,7851 + 14,9828 = \mathbf{279,7679}\mathbf{\text{\ kN}}}$$

$$N_{2d}^{\text{parter}} = N_{\text{md}}^{\text{parter}} + \frac{1}{2}N_{\text{fz}} = 279,7679 + 14,9828 = \mathbf{294,7507}\mathbf{\text{kN}}$$