PROBLEMS 5.16, 5.17 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. 3 kN 3 kN 450 N m D. 300 200 200 300 Dimensions in mm. Fig. P5.17
PROBLEMS 5.16, 5.17 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. 3 kN 3 kN 450 N m D. 300 200 200 300 Dimensions in mm. Fig. P5.17
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 5.17 please thanks
![PROBLEMS 5.16, 5.17
Draw the shear and bending-
3 kN
3 kN
moment diagrams for the beam
and loading shown, and
determine the maximum
absolute value (a) of the shear,
and (b) of the bending moment.
450 N m
D
E
300
200
200
300
Dimensions in mm
Fig. P5.17
68 kN
30 kN/m
[Ans.
5.13 (a) 2.15 kN (b) 150 Nm
5.14 (a) 300 N (b) 67.5 Nm
5.15 (a) 135 kN (b) 121.5 kNm
5.16 (a) 104 kN (b) 189.6 kNm
5.17 (a) 3.45 kN (b) 1125 Nm]
1.2 m
-1.2 m 1.2 m
Fig. P5.16](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcc2cb097-67af-44ac-b798-5333ecc48ed0%2Feb9de503-4258-4699-862e-f5f227878d18%2F418cb1j_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROBLEMS 5.16, 5.17
Draw the shear and bending-
3 kN
3 kN
moment diagrams for the beam
and loading shown, and
determine the maximum
absolute value (a) of the shear,
and (b) of the bending moment.
450 N m
D
E
300
200
200
300
Dimensions in mm
Fig. P5.17
68 kN
30 kN/m
[Ans.
5.13 (a) 2.15 kN (b) 150 Nm
5.14 (a) 300 N (b) 67.5 Nm
5.15 (a) 135 kN (b) 121.5 kNm
5.16 (a) 104 kN (b) 189.6 kNm
5.17 (a) 3.45 kN (b) 1125 Nm]
1.2 m
-1.2 m 1.2 m
Fig. P5.16
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