Question

Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. Er is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m A 9 m 3 m

i need the answer quickly fast as you can

Answer 1

at B aptuo to momeurt 200 KN-m 6m 50KN 20KN.M ad 9m 3m: RB Downward deflection zvokNam A ! Baa RB Loknam okinym 2ookworm the properyan 3) 2.0 in knom. gm nisio M 12 200x g? EI ABI ZEL ZEI Duo to load 50 kn Downward Deflection goan. yorot vibool 182 = 1git Opx3 50x63 50x62 PL2 taer_x3 = P23 3 EI 73 REI 3EL bos = 6300 EL

upward befreetion of 8. ow to RR I'RB gm DB3 RB X 3 BEI Bis the suppert Hence AB.zo As, + 182+ ABE 6300 RBX 93 8100 EZ EI .361 Tuercio RBX93 3EL EL RB 5,59:25:KN 1.50kn B goo kuam 6m 3m gmto *RA=9.25 Re='59.35 kal: proto selfie boste Bendly morant sign convention (SF) qit 17 +ve ve SF rig tve! (62 ave Shear force At a S=0 B/2 No toadig ate. At B S = -59.55 IN Span BD S =-59.85 kn At D s=-9.25 KM At A S=0 B2 upward loadily at Bt B12 No other loading is exits. then const at span DA

50 KN. the 쁜 22.25 kW 2roka-mj Roo kwam RA= =9.25 22.25 Goknom RB = 59.25 EMA 7 59.25 X9 506-20 +19 = 0 14 33.25 KN-m SED B A g. 25kn 9.25kn 59.25 Kn $9-25KN s --- BMD 33125 kn.m 2 53.59m 22:25 kN-m quo kouim rokw.m For sinnilor Ariangle. 건 33.25 6-20 22.25 zez 3.59m