Situation 9: The beam shown in figure carries a triangular load which varies from $20 kN / m$ at $A$ to $0 kN / m$ at $B$ and a concentrated load of $20 kN$ at C 51. Determine the reaction at $B$ - $40.7 kN$ - $29.3 kN$ - $38.7 kN$ - $31.3 kN$ 52. Location of zero shear from A - $1.21 m$ - $1.75 m$ - $2.22 m$ - $2.98 m$ 53. What is the maximum moment? - $53.5 kNm$ - $42.7 kNm$ - $36.9 kNm$ - $24.3 kNm$ 54. What is the moment at point B - $0 kNm$ - $20 kNm$ - $10 kNm$ - $5 kNm$

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Situation 9: The beam shown in figure carries a triangular load which varies from

20 kN / m

at

A

to

0 kN / m

at

B

and a concentrated load of

20 kN

at C 51. Determine the reaction at

B

-

40.7 kN

-

29.3 kN

-

38.7 kN

-

31.3 kN

52. Location of zero shear from A -

1.21 m

-

1.75 m

-

2.22 m

-

2.98 m

53. What is the maximum moment? -

53.5 kNm

-

42.7 kNm

-

36.9 kNm

-

24.3 kNm

54. What is the moment at point B -

0 kNm

-

20 kNm

-

10 kNm

-

5 kNm

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