Determine the following: 26. Reaction support at point A. O a. 0.58 KN (Downward Direction) O b. 0.58 KN (Upward Direction) O c. 0.49 KN (Downward Direction) O d. 0.49 KN (Upward Direction) 27. Reaction support at point B. * Oa. 6.86 KN (Upward Direction) O b. 6.86 KN (Downward Direction) O c. 7.02 KN (Upward Direction) O d. 7.02 KN (Downward Direction)
Determine the following: 26. Reaction support at point A. O a. 0.58 KN (Downward Direction) O b. 0.58 KN (Upward Direction) O c. 0.49 KN (Downward Direction) O d. 0.49 KN (Upward Direction) 27. Reaction support at point B. * Oa. 6.86 KN (Upward Direction) O b. 6.86 KN (Downward Direction) O c. 7.02 KN (Upward Direction) O d. 7.02 KN (Downward Direction)
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1. Reaction support at point B. *
O a. 6.86 KN (Upward Direction)
O b. 6.86 KN (Downward Direction)
O c. 7.02 KN (Upward Direction)
2. Centroid. *
O a. 7.35 KN (Downward Direction)
O b. 7.37 KN (Downward Direction)
c. 7.35 KN (Upward Direction)
O d. 7.37 KN (Upward Direction)
3. Shear force equation for segment AB.
O a. 0.49KN-0. 15x2 (KN/m2)
© b. 0.49KN-0.16x2 (KN/m2)
O c. 0.58KN-0.18×2 (KN/m2)
© d. 0.58KN-0.19x2 (KN/m2)
4. Bending moment equation for
segment AB.
O a.0.58x(KN)-0.16x3(KN/m2)
© b.0.58x(KN)-0.26x3(KN/m2)
O c.0.49x(KN)-0.07x3(KN/m2)
5. Shear force equation for segment BC. *
O a.7.35KN-0. 15x2(KN/m2)
O b. 7.26KN-0. 18x2(KN/m2)
O c.7.28KN-0.20x2(KN/m2)
O d. 7.6KN-0.19x2(KN/m2)
6. Bending moment equation for
segment BC.
Oa.7.35x(KN)-0.05x3(KNm2)-34.3KN.m
Ob.7.26x(KN)-0.07x3(KNm2)-35.3KN.m
Oc.7.28X(KN)-0.06x3(KNm2)-33.4KN.m
Od.7.6x(KN)-0.08x3(KNm2)-32.4KN.m
d. 0.49x(KN)-0.05x3(KN/m2)
O d.7.02 kN (Downward Direction)
7. The distance between point A and the
shear force VAB=0
O a. 1.9074m
O b. 1.9074mm
8. Degree of bending moment equations
for both segments AB and BC.
O a. 3rd degree and 3rd degree
b. 3rd degree and 2nd degree
O c. 2nd degree and 3rd degree
O d. None of the above.
O c. 1.8074m
O d.1.8074mm
Transcribed Image Text:* () ** | | 56% -
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60
B. Derive the shear force
equation,bending moment equation for
the beam shown. Neglect the weight of
the beam.
2.1 kN/m
C
O
m
Determine the following:
26.
Reaction support at point A.
a. 0.58 KN (Downward Direction)
b. 0.58 KN (Upward Direction)
c. 0.49 KN (Downward Direction)
d. 0.49 KN (Upward Direction)
27. Reaction support at point B. *
a. 6.86 KN (Upward Direction)
b. 6.86 KN (Downward Direction)
c. 7.02 KN (Upward Direction)
d. 7.02 KN (Downward Direction)
1:32.
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