4-portal-dan-pelengkung-tiga-sendi

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15 15 ( – ) ( – ) 30 45° 45° 30 Normal Force Diagram (NFD)
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 28 and 29: ΣMB = 0 RAV. 13+ 30.2 -15.6.7 - 40
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: 45 22,5 ( +) 22,5 45° 45° Bending
Page 45 and 46: ΣMB = 0 RAV. 6 - 10.6.3 = 0 RAV =
Page 47 and 48: Nc = - 15.sin 30.cos 2 Vc = (15 - 3
Page 49 and 50: 4,39 5,49 ( - ) 0 15 5,49 ( - ) 4,3
Page 51 and 52: R = 5m Soal 7 : Pelengkung 3 sendi
Page 53 and 54: Reaksi Tumpuan: M A = 0 - R BV . L
Page 55 and 56: Digunakan prinsip keseimbangan gaya
Page 57 and 58: 44,460 44,573 42,676 (-) 44,573 44,
Page 59 and 60: (-) 0 (-) Bending Momen Diagram (BM
Page 61 and 62: Reaksi Tumpuan : M A = 0 - R BV .
Page 63 and 64: Titik C ( = 45°): 10 kN/m N c 36,2
Page 65 and 66: 36,2175 60,009 (-) 51,209 66,2175 N
Page 67: 52,762 0 (-) 5,112 (-) 0 0 Bending
Page 70: Gambarkan Shearing Force Diagram (S

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