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Page 1: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 2: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 3: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 4: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 5: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 6: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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Page 7: Page 21 of structral analysis-I,4,ci...Draw SFD and BMD Consider support C settles by 20/EI Fig. on page no 2 Contd. VKR/KS/13-2832/3441 . 2. 1+0 Analyse the continuous beam as shown

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NagpurStudents.Org