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Example 1.9. A member LMNP is subjected to point loads as shown in Fig. 1.14. Calculate : (i) Force P necessary for equilibrium. (ii) Total elongation of the bar. Take E = 210 GNIm? 2400 mm 600 mm 1200 mm 50 kN M- 500 kN 200 kN P -1000 mm 1000 mm 600 mm Fig. 1.14

Example 1.9. A member LMNP is subjected to point loads as shown in Fig. 1.14. Calculate : (i) Force P necessary for equilibrium. (ii) Total elongation of the bar. Take E = 210 GNIm? 2400 mm 600 mm 1200 mm 50 kN M- 500 kN 200 kN P -1000 mm 1000 mm 600 mm Fig. 1.14

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Example 1.9. A member LMNP is subjected to point loads as shown in Fig. 1.14. Calculate : (i) Force P necessary for equilibrium. (ii) Total elongation of the bar. Take E = 210 GNIm? 2400 mm 2 600 mm 1200 mm P 50 kN 500 kM 200 kN M 1000 mm 1000 mm 600 mm Fig. 1.14
Transcribed Image Text:Example 1.9. A member LMNP is subjected to point loads as shown in Fig. 1.14. Calculate : (i) Force P necessary for equilibrium. (ii) Total elongation of the bar. Take E = 210 GNIm? 2400 mm 2 600 mm 1200 mm P 50 kN 500 kM 200 kN M 1000 mm 1000 mm 600 mm Fig. 1.14
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