P5.16 to P5.21. For each beam, draw the shear and moment diagrams, label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. w = 0.3 kip/ft k 8 kips 8 kips II ↓ 10'- 10- P516 -10'- ++4²
P5.16 to P5.21. For each beam, draw the shear and moment diagrams, label the maximum values of shear and moment, locate points of inflection, and sketch the deflected shape. w = 0.3 kip/ft k 8 kips 8 kips II ↓ 10'- 10- P516 -10'- ++4²
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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