k1 The maximum collapse of the midpoint of the simple loaded beam in the right figure is calculated by the formul PL3 48EI L/2 L/2 m can be calculated. What is the natural vibration period of the...


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k1<br>The maximum collapse<br>of the midpoint of the<br>simple loaded beam in<br>the right figure is<br>calculated by the<br>formul<br>PL3<br>48EI<br>L/2<br>L/2<br>m<br>can be calculated. What<br>is the natural vibration<br>period of the system in<br>the left figure?<br>L/2<br>L/2<br>(L=2.5 m, kl=300 kN/m, k2-100 kN/m, m-15 ton, Exiris 30 GPa, Iiri 3000 cm)<br>

Extracted text: k1 The maximum collapse of the midpoint of the simple loaded beam in the right figure is calculated by the formul PL3 48EI L/2 L/2 m can be calculated. What is the natural vibration period of the system in the left figure? L/2 L/2 (L=2.5 m, kl=300 kN/m, k2-100 kN/m, m-15 ton, Exiris 30 GPa, Iiri 3000 cm)

Jun 11, 2022
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