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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The beam is subjected to a service dead load of 2.5k/ft for the entire length and a service live load of 20 kips at 4 ft from left end. The self weight of the beam b = 12in h=24 in has to be added to the dead load for the calculations. According to the figure how much is the maximum shear for the design load diagram Vmax? How much is the max bending moment for the design load diagram Mmax?

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