heck the shear strength of an interior beam-column joint.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Check the shear strength of an interior beam-column joint. The columns have 20 in. square cross-section, and 12ft clear height. The maximum probable moment strength of columns is (Mpr)ed. 520 ft-kips. The framing beams have the following geometry and reinforcement: Mpr = 345 ft-kips and Mpr = 213 ft-Kips; Top Bar = 5- #8 & Bot. Bar = 3 #8 Additional given data: fe= 4,000 psi; fy=60,000 psi
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