4-portal-dan-pelengkung-tiga-sendi

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ΣMB = 0 RAV. 13+ 30.2 -15.6.7 – 40.2 = 0 13. RAV = 650 RAV = 50 KN ΣMA = 0 -RBV. 13 + 40.11 +15.6.6 + 30.2 = 0 -13. RBV = 1040 RBV = 80 KN ΣMS = 0 Dari bagian sebelah kiri S RAV.6 – RAH.4 -30.2 – 15.3.1,5 = 0 50.6 – RAH.4 -30.2 – 15.3.1,5 = 0 RAH = 43,125 KN ( ) kekanan ΣMS = 0 Dari bagian sebelah kanan S -RBV.7 + RBH.4 + 40.5 +15.3.1,5 = 0 -80.7 + RBH.4 + 40.5 + 15.3.1,5 = 0 RBH = 73,125 KN ( ) kekanan ΣV = 0 RAV +RBV – 15.6 - 40 = 0 ΣH = 0 RAH – RBH +30 = 0 Ok..!!! Ok..!!!
Free Body Diagram (FBD) (4/5).50 = 40 KN (4/5).30 = 24 KN A 50 KN 30 KN 40+25,875 = 65,875 KN D C D (3/5).30 = 18 KN 5 3 43,125 KN (3/5).50 = 30 KN 50 KN 4 (3/5).43,125 = 25,875 KN (4/5).43,125 = 34,5 KN 34,5-30 = 4,5 KN 15 KN/m 73,125 KN 73,125 KN 83,875 KN 28,5 KN 80,004 KN 23,288 KN 1 40 KN E 1 E 40 KN 2 F (1/ 2).73,125 = 51,715 KN 73,125 KN (1/ 2).73,125 = 51,715 KN (1/ 2).40 = 28,288 KN (1/ 2).40 = 28,288 KN (1/ 2).80 = 56,577 KN (1/ 2).80 = 56,577 KN B 80 KN 56,577-51,577 = 5 KN 56,577+51,577 = 108,292 KN
Page 1 and 2: MEKANIKA STRUKTUR I PORTAL DAN PELE
Page 3 and 4: 2. Portal 3 Sendi S S sambungan kak
Page 5 and 6: P P P Deformasi/pergeseran besar P
Page 8: Sendi Sendi Sendi
Page 11 and 12: ΣMB = 0 RAV. 5+ 5.3 - 15.2 = 0 RAV
Page 13 and 14: (+) BMD MA = 0 MC = 5.3 = 15 Tm MD
Page 15 and 16: Soal 2: Portal dengan beban merata
Page 17 and 18: D 15 KN/m 0 KN 0 KN 50 KN 40 KN 40
Page 19 and 20: 40 KN 28,289 KN D E C F 22 KN B 56,
Page 22 and 23: Soal 3: Portal 3 sendi dengan beban
Page 24 and 25: (+) (+) (-) 3 T D D (+) S E F F C 4
Page 26 and 27: (-) (-) D S F C 3 T A B 12 T Normal
Page 30 and 31: 50 KN 28,5 KN 23,288 KN (+) G E (+)
Page 32: 82,5 KNm BMD MA = 0 KNm MC = 4,5.2,
Page 35 and 36: Y P Pada potongan yang ditinjau ter
Page 37 and 38: Y 10.3(1-cos ) kN Ncy = Nc.cos α N
Page 39 and 40: Tabel Perhitungan Sudut α Nc = -30
Page 41 and 42: 45 22,5 ( +) 22,5 45° 45° Bending
Page 44 and 45: Soal 6 : Pelengkung 3 sendi dengan
Page 46 and 47: 10.3(1-cos ) kN Ncy = Nc.cos α Nc
Page 48 and 49: 25,61 15 20,49 20,49 ( - ) ( - ) 25
Page 50 and 51: 9 5,22 5,22 9 11,25 (-) (-) 11,25 4
Page 52 and 53: R = 5m Arah reaksi-reaksi tumpuan d
Page 54 and 55: q = 10 kN/m Gaya-gaya dalam (ditinj
Page 56 and 57: α β xc (m) yc (m) Nc (KN) Vc (KN)
Page 58 and 59: (+) (-) 0 (+) (-) Shearing Force Di
Page 60 and 61: Soal 8 : Pelengkung 3 sendi dengan
Page 62 and 63: 10,243 . R BV + 4,243 . R BH = 524,
Page 64 and 65: R = 6 m Titik S ( = 90°): 10 kN/m
Page 66 and 67: 6,2175 8,789 (-) 0,011 -36,2175 She
Page 69 and 70: Mekanika Struktur I Diketahui Konst

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