Answers
(527 WIM KN, - 2m --------- 725:711 Id=544.29 m B 1270mm I zom Selfertil, beam = 24X37080 X 1270 Cantilever Beam 104.99knX16+(Carrumeeldweford) Design Shear Reinforcemerl. Servicekoud = 82,72 = 104.99 2 127m 0.73 m T here to = 1.2.76 [78 546 Wu= 175-70k +1-85kw b-762 - 304.80mm d-702-544.2.9mm Concile fic=22MPa Jy - 300 MP 8 = 24 kN/m3 Sheer Face Deapaam Vu = 11.85+ 178-54-171.85 725.71 4:39wim [Vu = 17570KN fuckael 1-27439 = 5.27 kali Shear Force Deagzam &c = 0.75%0.17x V 22 X 304.80x544.2.9 x from C oca 20730 NX= 5.274 leptic = 99.21 KM 40, Ve=0 X.-073, VB = 3.85 ta 0% ¢ US = 175-10-99-21 = 76.49 kn 0-73,<x1.2m Usuy lomm haw VX-5:274+168 Av= 79mm X=0-73,23 = 3,857168-171485/C6 *=2m S_0675x79x300X54429 76.49x1000 VA -- 10-54+168=(178.54kn 5 = 18 smm ) So, povide Shea Reinforce inerk if Tomm tur legged stirreps @ Spaling of 125 mm tooo - - -
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