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2 ft 5 ft 6 ft 23 points) The beam AB is subjected to the loadings shown?. This beam is supported by a double-sheared pin at

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Sols 225461ft. 630 1ъg КА“ B 30° доод FBc Using Statics Equations, we get 3F 0 : КА Ғве » 30° — (1) 4fy=o : А + goo + FBC sin

for Rod :- 2 allo o failure Goksi N= 3 2 Taitowa 60 aoksi 3 Now, Pallow FBC 2011 983.85 ㅍd2 d= 0.25 in Diameter of Rod 0.25 i

Now, Tallow VA 3 Ashear 16.667 X 10 3 16.gas T d² II a 0.0254 in Nearest to 0.125 in. 1th inch will be : Diameter of pin 0.12

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