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Q4: Using slope-deflection method, determine the reactions of the supports for the frame shown in Figure (4). Then draw shear
5k/ E D 10 ft B-10k 5 ft ts -20 ft 51 -21 E = constant
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Eskist QE E 204 sst 10 st I B Elok 544 Calculation of fined End Momento lok (amming ( E 166.62 166.69 was? 10a²b al? 12 W12 1SUG 5*5² 5 གང = 69.5 A McD=0 CoPinned Seeppont) st 166.67 + goc t toh 코 5 - Oca -833, 35 – 0D) g MAP=0 Con Pinned support ) -OD - 580156 ES oc? - 706.94 E OA -206.95 GO Meniser frees Put asove values in slope eleglech on quacho MCO - MDC = 75.842 kftMAD- 0 6 st 5klst montana Goos ags 63.5 750842 + 46.208 53.79 138.33 810 -8.55 SFD 46-208 25 18.55 53.39 All raties ink 950 k

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