Why VB is equals to (-20i)in./s? Can someone explain
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Why VB is equals to (-20i)in./s?
Can someone explain
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- 团 の image.jpg > B00 Deker mine the magni nde mnd direction 200 of the resultant +300 of the four forces shown in the higure. 420 500 Determine the moment a bout Point as ShownQ3// Determine the moment of inertia of the shaded area about the centroid axis Ix. 2mm 5mm 1mm 5mmDeflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN/m 10 m 9. What is the reaction at A? (kN) 10. What is the deflection at a point 2 m from A? (N/m³)/EI 11. What is the deflection at a point 2 m from B? (N/m³)/EI 12. What is the slope at a point 2 m from A? (N/m²)/EI 13. What is the slope at a point 2 m from B? (N/m²)/EI 14. At what distance from A will the maximum deflection of the beam occur? (m) 15. What is the maximum deflection on the beam? (N/m³)/EI
- Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner3- Determine an expression for the natural frequencies and mode shapes of the shaft. p. J, G TTTTm2. (a). Obtain the total elongation of a steel bar of cross-sectional Area 1250mm2 acted upon by forces indicated in the diagram below. E-205,000N/mm2 15N- 5N 20N 40N 15N 1.5m 1.5m 3m Im TAt man Im 12. 5omx
- The midspan deflection of a simply supported beam carrying a uniformly distributed load of w N/m over the right half of the beam L meters long is Oa. 5w14 midsupport 768EI Oc. Ilwl4 midsupport 384EI Ilwl4 Od. Y midsupport 768EIEx. Calculate SF and BM at C. 40 b10 с 10kN/m 60 80 BDeflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 Y kN X kN 2m 1 F 2m B 10 + B 1. What is the reaction at A? (kN) 2. What is the reaction at B? (kN) 3. What is the deflection at a point 2 m from A? (N/m³)/EI 4. What is the deflection at a point 2 m from B? (N/m³)/EI 5. What is the slope at a point 2 m from A? (N/m²)/EI 6. What is the slope at a point 2 m from B? (N/m²)/EI 7. At what distance from A will the maximum deflection of the beam occur? (m) 8. What is the maximum deflection on the beam? (N/m³)/EI
- ZAIN IO N 80% 3:47 zain 1Q determine the rotation and vertical deflection at point C for the beam shown in Figure(1). 6 kips A C Figure (1) 'B E=29000ksi F1000in 21 -15.0ft 15.0A Share Favourite Edit Delete More ...Determine the Vertical Deflection at B. Indicate the negative sign if the answer is downward • Determine the vertical deflection at B E: 2910 Ksi I: 20 in 10 k lft D. 204 2 pt 201 2136KN/mea 24kNat micdspan 7-5m Value of EI Find kno momentr at A,8 dnd ngdope deflecition Imethodli is constant. New