6-3. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the shear at C. Assume A is a fixed support. Solve this problem using the basic method of Sec. 6.1. *6-4. Solve Prob. 6-3 using the Müller-Breslau principle. A 1 m с -2 m Probs. 6-3/4 B
6-3. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A, and (c) the shear at C. Assume A is a fixed support. Solve this problem using the basic method of Sec. 6.1. *6-4. Solve Prob. 6-3 using the Müller-Breslau principle. A 1 m с -2 m Probs. 6-3/4 B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please solve 6-4.
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