Coursework No 4 w=200 N/m L=10 m Fig. P7.32 A W L2 B L 2 C 7.33 and 7.34 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. P=1000 lbs L=20 ft Mo= 500 lbs-ft Fig. P7.33 Fig. P7.34 L 22 B A M₁ = PL 22 Мо C B Fig. P7.40 A 4 kips/ft C D 5 ft 2 ft 8 kips 2 ft 8 kips P=1000 N a= 2m b= 6m L=8m Fig. P7.29 P A B L b C
Coursework No 4 w=200 N/m L=10 m Fig. P7.32 A W L2 B L 2 C 7.33 and 7.34 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the maximum absolute values of the shear and bending moment. P=1000 lbs L=20 ft Mo= 500 lbs-ft Fig. P7.33 Fig. P7.34 L 22 B A M₁ = PL 22 Мо C B Fig. P7.40 A 4 kips/ft C D 5 ft 2 ft 8 kips 2 ft 8 kips P=1000 N a= 2m b= 6m L=8m Fig. P7.29 P A B L b C
Chapter16: Moment-distribution Method
Section: Chapter Questions
Problem 7P
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statics
Transcribed Image Text:Coursework No 4
w=200 N/m
L=10 m
Fig. P7.32
A
W
L2
B
L
2
C
7.33 and 7.34 For the beam and loading shown, (a) draw the shear and bending-moment diagrams, (b) determine the
maximum absolute values of the shear and bending moment.
P=1000 lbs
L=20 ft
Mo= 500 lbs-ft
Fig. P7.33
Fig. P7.34
L
22
B
A
M₁ = PL
22
Мо
C
B
Transcribed Image Text:Fig. P7.40
A
4 kips/ft
C
D
5 ft
2 ft
8 kips
2 ft
8 kips
P=1000 N
a= 2m b= 6m L=8m
Fig. P7.29
P
A
B
L
b
C
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