E=29,000 kips per square inch I=144 in JA B 12 feet 15 feet
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Show full and clear solutions. Use the THREE-MOMENT EQUATION to answer the following question(s).
In the structure shown, support A rotates CCW of 3.0x10-3 radians. Support C settles by 0.8 inches.
1. Make the shear force diagram
2. Make the bending moment diagram
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