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Using the concept learned in the two activities above, formulate the slope deflection equations for each case CD = 4m, AD=BE=

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Solue р 4 Bay 40. 54 51. PSin 40° Py 0.642 P Pos40° 0.766 P. fixed and moments (KNM) o HEB MBE 0 McD = Moe 0 HOA E MAD =-0.64Slope de llection_quatione HGI Hig 00; + Og - 20 lig Lij NID = Men & BE LED (a be a PD cas D=0 og NICO oo BET (d Oct 08) : 1.Hroe HDE 4 361 LDE (200+ 0€ - 20 LOE (as D = o) Hipe = -25.156 + 385 (000+ 0c) 7 + -25.156 of 0.857 0DET # 0.428 0€ € I. MED1.200 €1 of 1.500 61 +0.750 F1. - 25.156 + 0.854 ODET + 0.428 05 ES 0 3,557 ODÉS + 0.75 OCEL + 0.4280€ ES = 25.156 LO { He ao3.554 Spt Г + (- 0.335 0pЕГ) - 0-428 вт (- Врел - уч. ч.gobt 4.dot ef - 25. J50 25. J56 9.564 opti 0.315 QoE 1 О.o89 Opel - 4Hoor 1.50€ +0.75 ODES ! .5 ml - 19.02 ) ME! Mie! t 0.759.426 HEY = -7.0615 + 1.0695 O KNM. 1.500 € + 0.75 0 ET, >> 1.579.426Hrea 19.859 KR1M MORE Hen Hoc G Member DA HIDA 12 Dec 1.9 - 11.199. 0.601 0.6 xr11.133 x - 6 - 613 6N+ {, sfy 0 Rotro TakingMember DE MADE 25.68 HEED G 3M 4M RO O sfy Ro + RE = 25.68. Taking moment about en f Rox? 25.6804 - NFDE TUFED = 0 Root 102.7Bineid (vosot) 444.94 PASH 13.360 Jo.bo5 121.842 A B 9999 6.679 TAL C.F.D 18.537 9.794 न © 4.00 E 3.893 2.651 fo 4.00 (A 3,89(6) Py = 26.68 De di &N 5M 501 th, Px 0.766 2.0.7666410 30.64 KN fixed and woment KNM MAD HEB . 0 NBE MOA +25.684 92204,- + 1HEDE NDE & Ben of BEL (2.0D & OE - 2. LDE LDE .-25.356 +994 (80p + 0€ - 29.) HIDE -25.166 of 0.85700ES +0.428 0ťET -0.867 NEDHIBE LBE o BE & BEL (20B & QE - 20 LBE + SEL ( De - ) ME BE =) O.GDE EL - O BEI ( 0.6EEL -0.24 DET Toint equilibrium equatio

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