PROBLEMS 5.13-5.15 200 N 200 N 500 N 200 N Draw the shear and bending- moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, and (b) of the bending moment. A C D' E VB 300 225 300 225 Dimensions in mm Fig. P5.14 .5 kN 1.2 kN 1.8 kN 45 kN/m 135 kN D VE C В –100|-125→ 75 Foom- -100 1.8 m -0.9 m- Dimensions in mm Fig P5.15

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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Problem 5.15
PROBLEMS 5.13-5.15
200 N 200 N
500 N 200 N
Draw the shear and bending-
moment diagrams for the beam
and loading shown, and
A
DV
E
B
determine the maximum
300
225
300
225
absolute value (a) of the shear,
and (b) of the bending moment.
Dimensions in mm
Fig. P5.14
1.5 kN
1.2 kN
1.8 kN
45 kN/m
135 kN
E
В
300
100 -
75
100 125→
0.9 m
1.8 m
Dimensions in mm
Fig. P5.15
Fig. P5.13
PROBIEMS 5. 16517.
Transcribed Image Text:PROBLEMS 5.13-5.15 200 N 200 N 500 N 200 N Draw the shear and bending- moment diagrams for the beam and loading shown, and A DV E B determine the maximum 300 225 300 225 absolute value (a) of the shear, and (b) of the bending moment. Dimensions in mm Fig. P5.14 1.5 kN 1.2 kN 1.8 kN 45 kN/m 135 kN E В 300 100 - 75 100 125→ 0.9 m 1.8 m Dimensions in mm Fig. P5.15 Fig. P5.13 PROBIEMS 5. 16517.
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