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Magnitude of max. shear, in kips, in the beam will be most nearly Magnitude of max. moment, in Kips-ft, in the beam will be most nearly Magnitude of shear at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly Magnitude of moment at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly

Magnitude of max. shear, in kips, in the beam will be most nearly Magnitude of max. moment, in Kips-ft, in the beam will be most nearly Magnitude of shear at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly Magnitude of moment at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Magnitude of max. shear, in kips, in the beam will be most nearly

Magnitude of max. moment, in Kips-ft, in the beam will be most nearly

Magnitude of shear at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly

Magnitude of moment at 27.5' from left support; (or 2.5' ft. from right support), will be most nearly

Total Load on Beam = 250 kips K5' 25 K 5+ TOTAL LOAD = 250 k 10 50,k 5 k/fr v t t d d d d d d d d d d d Z +5' ل - look 10 * 5 k
Transcribed Image Text:Total Load on Beam = 250 kips K5' 25 K 5+ TOTAL LOAD = 250 k 10 50,k 5 k/fr v t t d d d d d d d d d d d Z +5' ل - look 10 * 5 k
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