F6-6. Use the Müller-Breslau principle to sketch the influence lines for the vertical reaction at A, the shear just to the left of the roller support at E, and the moment at A. A D C B E Prob. F6-6 F6-6m (Problem on pg. 263, modified) • Add the following information to the figure: A to B is 16 ft, B to E is 12 ft, E to C is 14 ft, and C to D is 16 ft. • Draw the influence lines for a) the vertical reaction at A (Ay), b) the shear just to the left of the roller support at E (VE-), and c) the moment at A (MA). New question parts: If you knew the gravity loads the beam had to carry, what influence lines would you need to evaluate if you were asked to find the maximum negative moment (max M-) and e) maximum absolute value of shear (max [VI) that could be produced at any location along the beam.
F6-6. Use the Müller-Breslau principle to sketch the influence lines for the vertical reaction at A, the shear just to the left of the roller support at E, and the moment at A. A D C B E Prob. F6-6 F6-6m (Problem on pg. 263, modified) • Add the following information to the figure: A to B is 16 ft, B to E is 12 ft, E to C is 14 ft, and C to D is 16 ft. • Draw the influence lines for a) the vertical reaction at A (Ay), b) the shear just to the left of the roller support at E (VE-), and c) the moment at A (MA). New question parts: If you knew the gravity loads the beam had to carry, what influence lines would you need to evaluate if you were asked to find the maximum negative moment (max M-) and e) maximum absolute value of shear (max [VI) that could be produced at any location along the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Can you please explain using muller breslau law principle step by step
Transcribed Image Text:F6-6. Use the Müller-Breslau principle to sketch the
influence lines for the vertical reaction at A, the shear just
to the left of the roller support at E, and the moment at A.
A
D
C
B
E
Prob. F6-6
F6-6m (Problem on pg. 263, modified)
• Add the following information to the figure: A to B is 16 ft, B to E is 12 ft, E to C
is 14 ft, and C to D is 16 ft.
• Draw the influence lines for a) the vertical reaction at A (Ay), b) the shear just to
the left of the roller support at E (VE-), and c) the moment at A (MA).
New question parts: If you knew the gravity loads the beam had to carry, what
influence lines would you need to evaluate if you were asked to find the maximum
negative moment (max M-) and e) maximum absolute value of shear (max [VI)
that could be produced at any location along the beam.
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