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Contoh Bekisting Oleh Munarus Suluch1
ContohContoh
Perhitungan BekistingPerhitungan Bekisting
OlehOleh
Munarus SuluchMunarus Suluch
Contoh Bekisting Oleh Munarus Suluch2
Denah bekistingDenah bekisting.
5/7
120cm
40 cm
120cm
80 cm
6/8
Contoh Bekisting Oleh Munarus Suluch3Bekisting LantaiBekisting Lantai
Contoh Bekisting Oleh Munarus Suluch4
Bekisting LantaiBekisting Lantai
Contoh Bekisting Oleh Munarus Suluch5
Denah bekistingDenah bekisting.
Contoh Bekisting Oleh Munarus Suluch6
Denah bekistingDenah bekisting.
Contoh Bekisting Oleh Munarus Suluch7
Perhitungan MultiplexPerhitungan Multiplex
• Direncanakan tDirencanakan tmultmult = 12mm= 12mm
• W =W = (1/6) 100 0,0122
= cm3
• Beban yang dipikulBeban yang dipikul
– Beton basah = 0,12x2400 = 288 kg/m2
– Berat sendiri = 0,012x400 = 5 kg/m2
– Beban hidup = = 100 kg/m2
– Berat total = 493 Kg/m2
– b = 100 cm Berat total = 493 Kg/m1
Momen = (1/8)x493x0,752
= 35 kgcm
σijin Mult = 75 kg/cm2 = M/W
W = (M/σijin) = 35/75 = 0,45 cm3
(1/6)x100xt2
= 0,45
jadi t = √(0,45.6/100) = 0,16 cm < 12 mm. (ok).
100cm
75 cm
Contoh Bekisting Oleh Munarus Suluch8
Beban Balok bekistingBeban Balok bekisting.
Contoh Bekisting Oleh Munarus Suluch9
Beban Balok bekistingBeban Balok bekisting.
Contoh Bekisting Oleh Munarus Suluch10
• Direncanakan balok b/hDirencanakan balok b/h
• W = (1/6) b h2
• Beban beban yang dipikulBeban beban yang dipikul
– Berat sendiri = b.h.400 = Kg/mBerat sendiri = b.h.400 = Kg/m11
– Beban papan =Beban papan = bxqpapan = Kg/mbxqpapan = Kg/m11
qqblkblk = Kg/m= Kg/m11
• Momen yang terjadiMomen yang terjadi
M = (1/8) qM = (1/8) qblkblk LL22
= Kgcm= Kgcm
• Kontrol teganganKontrol tegangan
σσoo
= M/W <= M/W < σσijinijin
• Kontrol lendutanKontrol lendutan
δo
= (5/384) (qplt. L4
)/E I < δijin
Perhitungan Balok BekistingPerhitungan Balok Bekisting
120 cm
b
b
b
Contoh Bekisting Oleh Munarus Suluch11
Beban Balok bekistingBeban Balok bekisting.
Contoh Bekisting Oleh Munarus Suluch12
240 cm
Perhitungan Balok BekistingPerhitungan Balok Bekisting
• Direncanakan balok b/hDirencanakan balok b/h
• W = (1/6) b h2
• Beban beban yang dipikulBeban beban yang dipikul
• Momen yang terjadiMomen yang terjadi
MM
• Kontrol teganganKontrol tegangan
σσoo
= M/W <= M/W < σσijinijin
• Kontrol lendutanKontrol lendutan
δo
< δijin
Contoh Bekisting Oleh Munarus Suluch13
Contoh Bekisting Oleh Munarus Suluch14
Perhitungan Bekisting BalokPerhitungan Bekisting Balok
Contoh Bekisting Oleh Munarus Suluch15
Perhitungan Bekisting BalokPerhitungan Bekisting Balok
Contoh Bekisting Oleh Munarus Suluch16
Perhitungan Bekisting BalokPerhitungan Bekisting Balok
Contoh Bekisting Oleh Munarus Suluch17
Perhitungan Bekisting BalokPerhitungan Bekisting Balok
h
Contoh Bekisting Oleh Munarus Suluch18
Perhitungan Bekisting BalokPerhitungan Bekisting Balok
h
Contoh Bekisting Oleh Munarus Suluch19
Perhitungan Bekisting KolomPerhitungan Bekisting Kolom

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perhitungan bekisting

  • 1. Contoh Bekisting Oleh Munarus Suluch1 ContohContoh Perhitungan BekistingPerhitungan Bekisting OlehOleh Munarus SuluchMunarus Suluch
  • 2. Contoh Bekisting Oleh Munarus Suluch2 Denah bekistingDenah bekisting. 5/7 120cm 40 cm 120cm 80 cm 6/8
  • 3. Contoh Bekisting Oleh Munarus Suluch3Bekisting LantaiBekisting Lantai
  • 4. Contoh Bekisting Oleh Munarus Suluch4 Bekisting LantaiBekisting Lantai
  • 5. Contoh Bekisting Oleh Munarus Suluch5 Denah bekistingDenah bekisting.
  • 6. Contoh Bekisting Oleh Munarus Suluch6 Denah bekistingDenah bekisting.
  • 7. Contoh Bekisting Oleh Munarus Suluch7 Perhitungan MultiplexPerhitungan Multiplex • Direncanakan tDirencanakan tmultmult = 12mm= 12mm • W =W = (1/6) 100 0,0122 = cm3 • Beban yang dipikulBeban yang dipikul – Beton basah = 0,12x2400 = 288 kg/m2 – Berat sendiri = 0,012x400 = 5 kg/m2 – Beban hidup = = 100 kg/m2 – Berat total = 493 Kg/m2 – b = 100 cm Berat total = 493 Kg/m1 Momen = (1/8)x493x0,752 = 35 kgcm σijin Mult = 75 kg/cm2 = M/W W = (M/σijin) = 35/75 = 0,45 cm3 (1/6)x100xt2 = 0,45 jadi t = √(0,45.6/100) = 0,16 cm < 12 mm. (ok). 100cm 75 cm
  • 8. Contoh Bekisting Oleh Munarus Suluch8 Beban Balok bekistingBeban Balok bekisting.
  • 9. Contoh Bekisting Oleh Munarus Suluch9 Beban Balok bekistingBeban Balok bekisting.
  • 10. Contoh Bekisting Oleh Munarus Suluch10 • Direncanakan balok b/hDirencanakan balok b/h • W = (1/6) b h2 • Beban beban yang dipikulBeban beban yang dipikul – Berat sendiri = b.h.400 = Kg/mBerat sendiri = b.h.400 = Kg/m11 – Beban papan =Beban papan = bxqpapan = Kg/mbxqpapan = Kg/m11 qqblkblk = Kg/m= Kg/m11 • Momen yang terjadiMomen yang terjadi M = (1/8) qM = (1/8) qblkblk LL22 = Kgcm= Kgcm • Kontrol teganganKontrol tegangan σσoo = M/W <= M/W < σσijinijin • Kontrol lendutanKontrol lendutan δo = (5/384) (qplt. L4 )/E I < δijin Perhitungan Balok BekistingPerhitungan Balok Bekisting 120 cm b b b
  • 11. Contoh Bekisting Oleh Munarus Suluch11 Beban Balok bekistingBeban Balok bekisting.
  • 12. Contoh Bekisting Oleh Munarus Suluch12 240 cm Perhitungan Balok BekistingPerhitungan Balok Bekisting • Direncanakan balok b/hDirencanakan balok b/h • W = (1/6) b h2 • Beban beban yang dipikulBeban beban yang dipikul • Momen yang terjadiMomen yang terjadi MM • Kontrol teganganKontrol tegangan σσoo = M/W <= M/W < σσijinijin • Kontrol lendutanKontrol lendutan δo < δijin
  • 13. Contoh Bekisting Oleh Munarus Suluch13
  • 14. Contoh Bekisting Oleh Munarus Suluch14 Perhitungan Bekisting BalokPerhitungan Bekisting Balok
  • 15. Contoh Bekisting Oleh Munarus Suluch15 Perhitungan Bekisting BalokPerhitungan Bekisting Balok
  • 16. Contoh Bekisting Oleh Munarus Suluch16 Perhitungan Bekisting BalokPerhitungan Bekisting Balok
  • 17. Contoh Bekisting Oleh Munarus Suluch17 Perhitungan Bekisting BalokPerhitungan Bekisting Balok h
  • 18. Contoh Bekisting Oleh Munarus Suluch18 Perhitungan Bekisting BalokPerhitungan Bekisting Balok h
  • 19. Contoh Bekisting Oleh Munarus Suluch19 Perhitungan Bekisting KolomPerhitungan Bekisting Kolom