Question 1 A beam ABCDEF, in which AB = 2m, BC = 2m, CD = 2.33m, DE = 2m and EF = 2m, carries loads of 50KN, 50KN, 40KN, and 40KN at A, C, D, and F respectively, and is supported at B and E. a) Draw...


Question 1<br>A beam ABCDEF, in which AB = 2m, BC = 2m, CD = 2.33m, DE = 2m and EF = 2m, carries loads<br>of 50KN, 50KN, 40KN, and 40KN at A, C, D, and F respectively, and is supported at B and E.<br>a) Draw the S.F. and B.M. diagrams and find (a) maximum S.F. (b) maximum B.M. (c) point of<br>inflection.<br>b) A beam ABC, 6m long is supported at A and B 4m apart, BC = 2m. The beam carries a<br>uniformly distributed load of 20KN/m over the entire length along with a downward point<br>load of 10KN at C. Draw the S.F.D and B.M.D and determine maximum Shear force, maximum<br>bending moment and point of contraflexure.<br>10KN<br>20KN/M<br>4m<br>RB<br>2m<br>Fig. Q1(b)<br>

Extracted text: Question 1 A beam ABCDEF, in which AB = 2m, BC = 2m, CD = 2.33m, DE = 2m and EF = 2m, carries loads of 50KN, 50KN, 40KN, and 40KN at A, C, D, and F respectively, and is supported at B and E. a) Draw the S.F. and B.M. diagrams and find (a) maximum S.F. (b) maximum B.M. (c) point of inflection. b) A beam ABC, 6m long is supported at A and B 4m apart, BC = 2m. The beam carries a uniformly distributed load of 20KN/m over the entire length along with a downward point load of 10KN at C. Draw the S.F.D and B.M.D and determine maximum Shear force, maximum bending moment and point of contraflexure. 10KN 20KN/M 4m RB 2m Fig. Q1(b)

Jun 11, 2022
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