For the two statically determinate structures shown below, it is required to draw the bending moment, shear force, and axial force diagrams for the shown loads as indicated Note: All loads indicated below are already factored. W = 15 kN/m P= 10 kN P = 10 kN M = 13 kN.m E 3.00 m 3.00 m 3.00 m 2.00 m 4.00 m 1.50 m W = 13 kN/m P = 25 kN 4.00 m 2.00 m 2.00 m
For the two statically determinate structures shown below, it is required to draw the bending moment, shear force, and axial force diagrams for the shown loads as indicated Note: All loads indicated below are already factored. W = 15 kN/m P= 10 kN P = 10 kN M = 13 kN.m E 3.00 m 3.00 m 3.00 m 2.00 m 4.00 m 1.50 m W = 13 kN/m P = 25 kN 4.00 m 2.00 m 2.00 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:For the two statically determinate structures shown below, it is required to draw the bending moment, shear force,
and axial force diagrams for the shown loads as indicated
Note: All loads indicated below are already factored.
P = 10 kN
W = 15 kN/m
P = 10 kN
M = 13 kN.m
3.00 m
2.00 m
4.00 m
1.50 m
3.00 m
3.00 m
W = 13 kN/m
P = 25 kN
4.00 m
2.00 m
2.00 m
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