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Beam AB is supported as shown in the figure. Tie rod (1) is attached at B and C with double shear pin connections, while the

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52 ks 2.5 FoS= 7.3 B Ax 7.9ft ト-4.3 Ay 26 kps body dragram of beam Free ×/2.2-Tメ/2.2 x6 4,2)F ΣMA=O > 26 x7,9-x3 14. 217 O Teallowable shear stress in pin B and Pinc 20.gks 2 FOS 2 Callas 2.5 The pios are in double shearConnectton 18 P Tallous 2x A 2shear force at pn AAx+ Ay PA 5 4516762 22 79 kips 2o.8 22.79 A18 fn TU The minimum reguired diameter PoY the Sile shear n at

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