Problem 5 The beam shown below is subjected to unfactored service live loads, PL and w. Neglect the self-weight of the beam and determine/draw the shear diagram of the structure. Using this diagram, compute the stirrup spacing required by ACI for beam sections A-B, B-C, and C-D. Provide the total number of stirrups required. Use fe 5 ksi and fy = 60 ksi 21.5 in PLI-55 kips 9 ft. 24 in. 10 in. B 9 ft. 4 in. #3 closed stirrups 6 ft. WL-2 k/ft

Problem 5 The beam shown below is subjected to unfactored service live loads, PL and w. Neglect the self-weight of the beam and determine/draw the shear diagram of the structure. Using this diagram, compute the stirrup spacing required by ACI for beam sections A-B, B-C, and C-D. Provide the total number of stirrups required. Use fe 5 ksi and fy = 60 ksi 21.5 in PLI-55 kips 9 ft. 24 in. 10 in. B 9 ft. 4 in. #3 closed stirrups 6 ft. WL-2 k/ft

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.7.12P: A simple beam ACE is constructed with square cross sections and a double taper (see figure). The...

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