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
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
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Step 1: Given data
VIEWStep 2: Finding the support reactions of the given beam
VIEWStep 3: Finding the shear forces of the given beam:-
VIEWStep 4: Drawing the shear force diagram and finding the maximum shear force of the given beam:-
VIEWStep 5: Finding the moments in the given beam:-
VIEWStep 6: Drawing the moment diagram and finding the maximum moment in the given beam:-
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