Contoh Soal Menghitung
Reaksi Perletakan Balok (Beam)
Welcome to my blog guys hehe, oh iya sebelum masuk materi saya perkenalan dulu deh, tujuan saya bikin blog ini adalah untuk diri saya sendiri (oh iya jelas dong gue mentingin diri sendiri hahahaha *just kidding). So my point is saya bikin blog ini untuk bahan belajar saya juga, jika ada kesalahan dalam perhitungan saya, please give me a correction, agar saya bisa perbaiki, and we can discuss :)
Agar suatu sistem (dalam hal ini balok) dalam keadaan statis atau tidak bergerak, maka harus ada beberapa perletakan pada sistem tersebut agar gaya-gaya luar dapat diimbangi oleh perletakan. Jenis Perletakan ada tiga yaitu perletakan jepit, perletakan sendi, dan perletakan rol. Dalam statika ada 3 syarat statis yang harus di penuhi yaitu :
ƩFY = 0
ƩFX = 0
ƩM = 0
Materi kali ini yang dibahas adalah tentang menghitung reaksi perletakan, menghitung gaya lintang dan nilai momen dari suatu struktur balok (beam).
SOAL 1 (BEBAN TEPUSAT)
Jawaban :
Menghitung Reaksi Perletakan
ƩMA = 0
(–RBV×22) + (30 × 15) + (10 × 9) + (20×4) = 0
(–RBV×22) + 620 = 0
RBV = 620/22 = 28.18 kN
ƩMB = 0
(RAV×22) – (20×18) – (10×13) – (30×7) = 0
(RAV×22) – 700 = 0
RAV = 700/22 = 31.82 kN
CHECK
ƩFY = 0
RAV + RBV – P1 – P2 – P3 = 0
31.82 + 20.18 – 20 – 10 – 30 = 0 (OK)
Menghitung Bidang Lintang
DA = RAV = 31.82 kN
DC = RAV – P1 = 31.82 – 20 = 11.82 kN
DD = DC – P2 = 11.82 – 10 = 1.82 kN
DE = DD – P3 = 1.82 – 30 = –28.18 kN
DB = DE + RBV = –28.18 + 28.18 = 0 kN
Menghitung Bidang Momen
MA = RAV × L = 31.82 × 0 = 0 kN.m
MC = (31.82×4) – (20×0) = 127.28 kN.m
MD = (31.82×9) – (20×5) – (10×0) = 186.38 kN.m
ME = (31.82×15) – (20×11) – (10×6) – (30×0) = 197.3 kN.m
MB = (31.82×22) – (20×18) – (10×13) – (30×7) + (RBV×0) = 0 kN.m
SOAL 2 (BEBAN MERATA)
Jawaban :
Menghitung Reaksi Perletakan
ƩMA = 0
(–RBV×6) + (20×6×3) = 0
(–RBV×6) + 360 = 0
RBV = 360/6 = 60 kN
ƩMB = 0
(RAV×6) – (20×6×3) = 0
(RAV×6) – 360 = 0
RAV = 360/6 = 60 kN
CHECK
ƩFY = 0
RAV + RBV – (q×L) = 0
60 + 60 – (20×6) = 0 (OK)
Menghitung Bidang Lintang
DA = RAV = 60 kN
DA1 = RAV – (20×1) = 60 – 20 = 40 kN
DA2 = RAV – (20×2) = 60 – 40 = 20 kN
DA3 = RAV – (20×3) = 60 – 60 = 0 kN
DA4 = RAV – (20×4) = 60 – 80 = –20 kN
DA5 = RAV – (20×5) = 60 – 100 = –40 kN
DA6 = RAV – (20×6) = 60 – 120 = –60 kN
Menghitung Bidang Momen
MA = RAV × L = 60 × 0 = 0 kN.m
LMAX = RAV/q = 60/20 = 3 m
MMAX = (RAV×LMAX) – (1/2×q×LMAX2) = (60×3) – (1/2×20×32) = 90 kN.m
MB = (60×6) – (20×6×3) + (RBV×0) = 0 kN.m
SOAL 3 (BEBAN TERPUSAT DAN BEBAN MERATA)
Jawaban :
Menghitung Reaksi Perletakan
ƩMA = 0
(–RBV×10) + (10×8) + (5×6×3) = 0
(–RBV×10) + 170 = 0
RBV = 170/10 = 17 kN
ƩMB = 0
(RAV×10) – (5×6×(3+4)) – (10×2) = 0
(RAV×10) – 230 = 0
RAV = 230/10 = 23 kN
CHECK
ƩFY = 0
RAV + RBV – (q×L) – P = 0
23 + 17 – (5×6) – 10 = 0 (OK)
Menghitung Bidang Lintang
DA = RAV = 23 kN
DA1 = RAV – (5×1) = 23 – 5 = 18 kN
DA2 = RAV – (5×2) = 23 – 10 = 13 kN
DA3 = RAV – (5×3) = 23 – 15 = 8 kN
DA4 = RAV – (5×4) = 23 – 20 = 3 kN
DA5 = RAV – (5×5) = 23 – 25 = –2 kN
DA6 = RAV – (5×6) = 23 – 30 = –7 kN
DC = RAV – (5×6) = 23 – 30 = –7 kN
DD = DC – P = –7 – 10 = –17 kN
DB = DD + RBV = –17 + 17 = 0 kN
Menghitung Bidang Momen
MA = RAV × L = 23 × 0 = 0 kN.m
LMAX = RAV/q = 23/5 = 4.6 m
MMAX = (RAV×LMAX) – (1/2×q×LMAX2) = (23×4.6) – (1/2×5×4.62) = 52.9 kN.m
MC = (23×6) – (5×6×3) = 48 kN.m
MD = (23×8) – (5×6×(3+2)) = 34 kN.m
MB = (23×10) – (5×6×(3+4)) – (10×2) + (RBV×0) = 0 kN.m
SOAL 4 (BEBAN TERPUSAT DAN BEBAN MERATA)
Jawaban :
Menghitung Reaksi Perletakan
ƩMA = 0
(20×4×(2+14)) – RBV×14 + (20×12) + (20×10) + (40×8×4) = 0
– RBV×14 – 3000 = 0
RBV = 3000/14 = 214.29 kN
ƩMB = 0
(RAV×14) – (40×8×(4+6)) – (20×4) – (20×2) + (20×4×2) = 0
(RAV×14) – 3610 = 0
RAV = 3160/14 = 225.71 kN
CHECK
ƩFY = 0
RAV + RBV – (q1×L1) – P1 – P2 – (q2×L2) = 0
214.29 + 225.71 – (40×8) – 20 – 20 – (20×4) = 0 (OK)
Menghitung Bidang Lintang
DA = RAV = 225.71 kN
DA1 = 225.71 – (40×1) = 225.71 – 40 = 185.71 kN
DA2 = 225.71 – (40×2) = 225.71 – 80 = 145.71 kN
DA3 = 225.71 – (40×3) = 225.71 – 120 = 105.71 kN
DA4 = 225.71 – (40×4) = 225.71 – 160 = 65.71 kN
DA5 = 225.71 – (40×5) = 225.71 – 200 = 25.71 kN
DA6 = 225.71 – (40×6) = 225.71 – 240 = –14.29 kN
DA7 = 225.71 – (40×7) = 225.71 – 280 = –54.29 kN
DA8 = 225.71 – (40×8) = 225.71 – 320 = –94.29 kN
DC = RAV – (40×8) = 225.71 – 320 = –94.29 kN
DD = DC – P1 = –94.29 – 20 = –114.29 kN
DE = DD – P2 = –114.29 – 20 = –134.29 kN
DB = DE + RBV = –134.29 + 214.29 = 80 kN
DF = DB – (q2×L2) = 80 – (20×4) = 0 kN
Menghitung Bidang Momen
MA = RAV × L = 225.71 × 0 = 0 kN.m
LMAX = RAV/q1 = 225.71/40 = 5.64 m
MMAX = (RAV×LMAX) – (1/2×q1×LMAX2) = (225.71×5.64) – (1/2×40×5.642) = 636.81 kN.m
MC = (225.71×8) – (40×8×4) = 525.68 kN.m
MD = (225.71×10) – (40×8×(4+2)) – (20×0) = 337.1 kN.m
ME = (225.71×12) – (40×8×(4+4)) – (20×2) – (20×0) = 108.52 kN.m
MB = (225.71×14) – (40×8×(4+6)) – (20×4) – (20×2) + (RBV×0) = –160 kN.m
MF = (225.71×18) – (40×8×(4+10)) – (20×8) – (20×6) + (RBV×4) – (20×4×2) = 0 kN.m
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