Question

4-14. The beam shown is supported on pedestals 20-in. wide The loads are service loads, isudsst. The clear span is 24'-4". Use f- 4000 psi; the reinforcing steel is A615 Grade 60 Design shear reinforcing for the beam: a. Between the point load and the left reaction b. Between the point load and the right reaction Show design sketches, including the stirrup pattern L 3 kips/ft DL = 1.8 kips/n。 LL 56 kips DL 56 kips 20 6' h-34 in enion 8-two layers bartr sion #8 cover 1.5 in clear 1in b-20" Section AA Place this page on top of your work (cover sheet). Create detailed profile sketch for part a. and part b. Create a detailed cross section sketch of Section A-A The distributed load does not include beam weight. .

the distributed load does not include beam weight. please find reactions, moment/phase diagrams, and what the question is asking. please actually complete the whole question. thanks!

Answer 1

Answer Datartefuen questio DLs kips ft DL Skips Pu

Pe1S6. 8 kips RF the actions Re (26)6 6 X6 6IS68 (6) 2. Re (26) 3293-1 8 e3293 2.8 2-C Pe126 6 kips -F

126, 674 Rf = 331 , R33716-12 66 tn ding momen t diagram 2 Mu - 2533: u-/392 - O t Mav

126 67-66 6 9 19 aFt 126、61 k ー → 18.2 Bendin CA