Joint A FAB sin o=70 FAB = 218.75 KN (C) Joint B e20RN fBc = 218.45-6.4 218.719 FBC 80 = 212.35 KN(C) FABCOs > FAJ FAJ =207.8 kN (T) FBJ 19RN (C) Joint J 1990-0 90-e Joint C by substitution method fje=30.08 RNCT) FJK =17.66 RN(T) 2078 Joint K 17.16 FKLXO.6 →FKLXO.8=22-84 6.4 19 , K 17766 2288 177-64 212. 85E FDE =170.95RN(C) FKL X0.6 = 17.16 FKL= 28-6 RN 28.5 30.08 FKN = 131.9 kN fcp =177.35RNCC) %3D FCK = 28.6 KN ((C) FCL = B0.08 RNCT) Q. 8.) ZH=0 =DHA=0 ZV=0 Re+RI = 10+20 +20+20+20 +20 +20+20 t ZMA=0 20x3 +2OX6 +20x9 +20x12. +20 X 1s +20x18+20x21 +10X 24 = RqX2Y RI=8ORN() RA = 80RN(↑) 20RN 20RN 20KN 20RN ER 20kN 20PN Vo 1705 EO 17 구.35 20kN 1ORN 55.7 LORN G 212.35CT) H 218.7SIT) 3008 2213 28 286 C) 207.8 194-4 K +319(T) R ST). LT) tane = W12 RA e - tan- (0.33) = 18. 43° sin 9 = 032 cosO = O.95 7.66 207.8LT) 4EQ = AE AE COsO= AS AP = 3m sin 20= 0.6 coo 29 =0.8 EQ = 3-16m 24m 9-434 80-08 28.6
Joint A FAB sin o=70 FAB = 218.75 KN (C) Joint B e20RN fBc = 218.45-6.4 218.719 FBC 80 = 212.35 KN(C) FABCOs > FAJ FAJ =207.8 kN (T) FBJ 19RN (C) Joint J 1990-0 90-e Joint C by substitution method fje=30.08 RNCT) FJK =17.66 RN(T) 2078 Joint K 17.16 FKLXO.6 →FKLXO.8=22-84 6.4 19 , K 17766 2288 177-64 212. 85E FDE =170.95RN(C) FKL X0.6 = 17.16 FKL= 28-6 RN 28.5 30.08 FKN = 131.9 kN fcp =177.35RNCC) %3D FCK = 28.6 KN ((C) FCL = B0.08 RNCT) Q. 8.) ZH=0 =DHA=0 ZV=0 Re+RI = 10+20 +20+20+20 +20 +20+20 t ZMA=0 20x3 +2OX6 +20x9 +20x12. +20 X 1s +20x18+20x21 +10X 24 = RqX2Y RI=8ORN() RA = 80RN(↑) 20RN 20RN 20KN 20RN ER 20kN 20PN Vo 1705 EO 17 구.35 20kN 1ORN 55.7 LORN G 212.35CT) H 218.7SIT) 3008 2213 28 286 C) 207.8 194-4 K +319(T) R ST). LT) tane = W12 RA e - tan- (0.33) = 18. 43° sin 9 = 032 cosO = O.95 7.66 207.8LT) 4EQ = AE AE COsO= AS AP = 3m sin 20= 0.6 coo 29 =0.8 EQ = 3-16m 24m 9-434 80-08 28.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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