PROBLEMS 5.13-5.15 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. 1.5 kN 1.2 kN 1.8 kN D |B A 100 - 75 100 125- Dimensions in mm Fig. P5.13 TMS E 16 5 17

Structural Analysis
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Chapter2: Loads On Structures
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Problem 5.13 please thanks
PROBLEMS 5.13-5.15
200 N 200 N
500 N 200 N
Draw the shear and bending-
A
C
D
E
B
moment diagrams for the beam
and loading shown, and
determine the maximum
300
225
300
225
Dimensions in mm
absolute value (a) of the shear,
and (b) of the bending moment.
Fig. P5.14
1.5 kN
1.2 kN
1.8 kN
45 kN/m
135 kN
D
E
В
B
100 75
100→|-125-
0.9 m→
1.8 m
Dimensions in mm
Fig. P5.15
Fig. P5.13
PROBLEMS 5 16 517
Transcribed Image Text:PROBLEMS 5.13-5.15 200 N 200 N 500 N 200 N Draw the shear and bending- A C D E B moment diagrams for the beam and loading shown, and determine the maximum 300 225 300 225 Dimensions in mm absolute value (a) of the shear, and (b) of the bending moment. Fig. P5.14 1.5 kN 1.2 kN 1.8 kN 45 kN/m 135 kN D E В B 100 75 100→|-125- 0.9 m→ 1.8 m Dimensions in mm Fig. P5.15 Fig. P5.13 PROBLEMS 5 16 517
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