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Engineering · Civil Engineering
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oo H20 2:23 AM K CE4213 homework 8.pdf Homework 8 DUE March 30 For the beam shown (with stirrups consisting of 4 double-leg stirrups at 6 in. on centers, not shown) fe 5,000 psi and f f 60.000 psi. Determine the following: a) The largest bar size that can be developed with a standard hook, terminating inside the b) The largest bar size that can be developed in flexure along the beam span based on a maximum moment at the face of the column. Check using ACITable 25.4.2.2. c) Redo part (b) but now using ACI 254.2-3 provisions. d Based on (a), (b), and (c) what is the largest bar size that can be used in the beam? 14 wide x 18 4x18 deep beam 90 degree 2 clear 3 clear standard hook 2 clear 2.5 3 clear LG) top bars 48 Problem A rectangular beam with bw 4 in... h 24 in. d 21.5 in. with a4 double-leg stimups at8 in. on centers, supports a total factored load of 3.9 kipsft (including beam self weight. The beam is simply-supported with a 22 ft. span (center-to-center support distance) lt is reinforced with (6) M6 bars, two of which are to be cut off between mid-span and the support and four of which extend 6 in. past the centers of the supports. For development length calculations, use either ACI the following: a) Calculate the theoretical flexural point where the two bars may be cut-off b) Calculate the actual cut-off point where the two bars may be cut-off that accounts for increased tensile forces in the longitudinal reinforcement due to shear. c) Calculate the embedment length for both the continued and discontinued bars. Is the beam-span long enough to accommodate these lengths? d) Check the special development length requirement at the support, where M. 0. ls it satisfied? 1 of 1 Courses Calendar To Do Notifications Messages
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