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· PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

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Page 1: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 2: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 3: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 4: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 5: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 6: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 7: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

Page 8: · PDF fileSource : Lech Jedral 2006 Free powerpoints at Equations of motion: Accelerated motion - 9.81 m/s2 — sine + g t — Mt sine + g t2

CHAPTER 6 BENDING STRESSES IN BEAMS · PDF fileCHAPTER 6 BENDING STRESSES IN BEAMS ... g = 9.81 m/s w = ρgA = 2400 × 9.81 × 4 = 94176 (1) M max = 2 8 wl 1 from which, w = max 2

CHAPTER 6 BENDING STRESSES IN BEAMS · PDF fileCHAPTER 6 BENDING STRESSES IN BEAMS ... g = 9.81 m/s w = ρgA = 2400 × 9.81 × 4 = 94176 (1) M max = 2 8 wl 1 from which, w = max 2

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