Extracted text: FORMULAS 16n 60P T= 2xn 1/3 Kj =1+q(K, -- 1) veya K,=1+4, -1) FI Fdm (nfdm - l ndm + fl, Fdm (!+rfdm adm – fl, Ffde TR = 2 2 2 27T M Tr Sya = 0.67Sut : a' = (c; + 3)2 1/c Szy = 0.577S, S, = 0,5.S7 8FD KA = nd 8FD'N y = 4.C+2 F = \F* +F* -2F'F"Cosy. may 4.C-3 Kotsoyi a Üs Yüzey işlemi Si. MPa b 1.58 0.085 Taplanmu inlanmig veyo soğukçakinis Sreak hoddeleenit -0.265 ka = 0,9877 + 0.6507(10-3)Tc- 0.3414(10-)T? +0.5621(10-8)72 – 6.246(10-12)7 4.51 57.7 -0718 Dövilmüş 272. -0.995
Extracted text: Considering the dimensions given in the figure below, the specified application point of the plate (F = 10 - 55 kN) Calculate the maximum shear stress acting on a bolt in case of load. 370 12 I8 F=10-55 kN MI8 70 300 70 425