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blem #5 (20 pts): for the frame structure shown below, calculate the following a) Support reactions at roller support A and p
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Giver 1.414K/A > Toft 401_ _ H14ft - {foc=0 -) 1.414 x 10-COSA50 - Cve 0 G = 10K {fyco >> Ay + Cy = 1.414x10 sinasa Ayt Cy=10section A D FBD ky Tay {fx = 0 os F&D Cos 45 - 1.414x5 cos 45º =0 TAAD = 7.07k 7.07k section at E grat Cx G • Efx=0 => FBC C

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