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Civil Engineering
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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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: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
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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