3.2 OBLICZENIA STATYCZNE

Schemat 1+2

M₁^max M₃^max M₂^min M_B^odp

Schemat 1+3

M₂^max M₁^min M₃^min M_C^odp

Schemat 1+4

M_B^{m ax}

Schemat 1+5

M_C^max

g=4.51 [ kN/m ]

q=11.4 [ kN/m ]

l=1.9 m

M₁^max=(0.0781*g+0.1*q)*l²=5.40 [kNm]

M₁^min=(0.0781*g-0.0263*q)*l²=0.20[kNm]

M₂^max=(0.0331*g+0.0787*q)*l²=3.78 [kNm]

M₂^min=(0.0331*g-0.0461*q)*l²=-1.36 [kNm]

M₃^max=(0.0462*g+0.0855*q)*l²=4.27 [kNm]

M₃^min=(0.0462*g-0.0395*q)*l²=-0.87 [kNm]

M_B^max=-(0.105*g+0.119*q)*l²=-6.61 [kNm]

M_B^odp=-(0.105*g+0.053*q)*l²=-3.89 [kNm]

M_C^max=-(0.079*g+0.111*q)*l²=-5.85 [kNm]

M_C^odp=-(0.079*g+0.040*q)*l²=-2.93 [kNm]

Obwiednia momentów .

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