pembebanan balok
DESCRIPTION
Perhitungan distribusi kekuatan balok pada area industri kertasTRANSCRIPT
BAB IV
Studio Perancangan I
BAB IVPEMBEBANAN BALOK
A. LANTAI 2 DAN 31. Transformasi Beban
a. Beban Segitigaqek = 0,7 q
b. Beban Trapesium
qek = 0,9 q
2. Perhitungan Pembebanan Balok Arah MelintangContoh Perhitungan :
a. Balok 1Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm
Beban Mati
Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 1 m = 201,6 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 1 m
= 7,7 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 1 m = 29,4 kg/m
Beban Keramik : 0,7 x 24 kg/m2/cm x 1 cm x 1 m = 16,8 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/m
qDL Total= 1380,5 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
Beban HidupBeban Guna : 0,7 x 250 kg/m2 x 1 m
= 175 kg/m
QLL Total= 175 kg/m
Beban Terfaktorqu = (1,2 x 1380,5 kg/m) + (1,6 x 175 kg/m)
= 1936,6 kg/m
b. Balok 2Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm
Beban Mati
Beban Pelat : 0,9 x 2400 kg/m3 x 0,12 m x 1 m = 259,2 kg/m
Beban Plafond : 0,9 x 11 kg/m2 x 1 m
= 9,9 kg/m
Beban Spasi : 0,9 x 21 kg/m2/cm x 2 cm x 1 m = 37,8 kg/m
Beban Keramik : 0,9 x 24 kg/m2/cm x 1 cm x 1 m = 21,6 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/m
qDL Total= 1453,5 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
Beban Hidup
Beban Guna : 0,9 x 250 kg/m2 x 1 m
= 225 kg/m
QLL Total= 225 kg/m
Beban Terfaktor
qu = (1,2 x 1453,5 kg/m) + (1,6 x 225 kg/m)
= 2104,2 kg/m
c. Balok 7Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm
Beban Mati (A)
Beban Pelat : 0,9 x 2400 kg/m3 x 0,12 m x 1 m = 259,2 kg/m
Beban Plafond : 0,9 x 11 kg/m2 x 1 m
= 9,9 kg/m
Beban Spasi : 0,9 x 21 kg/m2/cm x 2 cm x 1 m = 37,8 kg/m
Beban Keramik : 0,9 x 24 kg/m2 /cm x 1 cm x 1 m = 21,6 kg/m
qDL= 328,5 kg/mBeban Mati (B)
Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 1,5 m = 302,4 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 1,5 m
= 11,6 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 1,5 m = 44,1 kg/m
Beban Keramik : 0,7 x 24 kg/m2 /cm x 1 cm x 1,5 m = 25,2 kg/m
qDL= 383,3 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
qDL total = 328,5 kg/m + 383,3 kg/m= 711,8 kg/m Beban Hidup (A)Beban Guna : 0,9 x 250 kg/m2 x 1 m
= 225 kg/mBeban Hidup (B)Beban Guna : 0,7 x 250 kg/m2 x 1,5 m
= 262,5 kg/m
qLL Total= 487,5 kg/m
Beban Terfaktor
qu = (1,2 x 711,8 kg/m) + (1,6 x 487,5 kg/m)
= 1634,16 kg/md. Balok 11Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm Beban Mati
Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 2 m = 403,2 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 2 m
= 15,4 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 2 m = 58,8 kg/m
Beban Keramik : 0,7 x 24 kg/m2 /cm x 1 cm x 2 m = 33,6 kg/m
qDL= 511 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
qDL total = 2 x 511 kg/m + 1125 kg/m= 2147 kg/m Beban Hidup
Beban Guna : 0,7 x 250 kg/m2 x 2 m x 2
= 700 kg/m
qLL Total= 700 kg/m
Beban Terfaktor
qu = (1,2 x 2147 kg/m) + (1,6 x 700 kg/m)
= 3696,4 kg/me. Balok 24Tebal plat = 12 cm
Asumsi dimensi balok anak = 20 cm x 30 cm Beban Mati
Beban Pelat : 0,9 x 2400 kg/m3 x 0,12 m x 1,5 m = 388,8 kg/m
Beban Plafond : 0,9 x 11 kg/m2 x 1,5 m
= 14,9 kg/m
Beban Spasi : 0,9 x 21 kg/m2/cm x 2 cm x 1,5 m = 56,7 kg/m
Beban Keramik : 0,9 x 24 kg/m2 /cm x 1 cm x 1,5 m = 32,4 kg/m
qDL= 492,8 kg/mBerat Balok : 0,2 x 0,3 x 2400 kg/m3
= 144 kg/mBerat Balok dalam StaadPro dimasukkan sebagai selfweight.
qDL total = 2 x 492,8 kg/m= 985,6 kg/m Beban Hidup Beban Guna : 0,9 x 250 kg/m2 x 1,5 m x 2
= 675 kg/m
qLL Total= 675 kg/m
Beban Terfaktor
qu = (1,2 x 985,6 kg/m) + (1,6 x 675 kg/m)
= 2262,72 kg/mTABEL PEMBEBANAN BALOK ARAH MELINTANG
NO.HAFAKTOR BEBANHBFAKTOR BEBANABDINDINGBERAT BALOKBEBAN MATIBEBAN GUNAABBEBAN HIDUPBEBAN TERFAKTOR
PLATPLAFONDSPESIKERAMIKPLATPLAFONDSPESIKERAMIKBEBAN HIDUPBEBAN HIDUP
(m)(m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m2)(kg/m)(kg/m)(kg/m)(kg/m)
10010,70000201,67,729,416,811253601380,525001751751936,6
20010,90000259,29,937,821,611253601453,525002252252104,2
30010,70000201,67,729,416,811253601380,525001751751936,6
40020,70000403,215,458,833,611253601636,025003503502523,2
50020,70000403,215,458,833,611253601636,025003503502523,2
610,720,72027,729,416,8403,215,458,833,611253601891,52501753505253109,8
710,91,50,72599,937,821,6302,411,5544,125,20360711,8250225262,5487,51634,1
810,720,72027,729,416,8403,215,458,833,611253601891,52501753505253109,8
90020,70000403,215,458,833,611253601636,025003503502523,2
100020,70000403,215,458,833,611253601636,025003503502523,2
1120,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
1220,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
131,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
1420,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
1520,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
160010,70000201,67,729,416,850360305,52500175175646,6
1720,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
1820,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
191,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
2020,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
2120,70040315,458,833,6000011253601636,025035003502523,2
2220,70040315,458,833,6000011253601636,025035003502523,2
2310,710,72027,729,416,8201,67,729,416,80144511,02501751753501173,2
241,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
251,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
261,50,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
271,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
2810,7002027,729,416,8000050360305,52501750175646,6
291,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
301,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
311,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
321,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
330020,70000403,215,458,833,611253601636,025003503502523,2
340020,70000403,215,458,833,611253601636,025003503502523,2
3520,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
3620,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
371,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
3820,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
3920,720,740315,458,833,6403,215,458,833,611253602147,02503503507003696,4
4020,70040315,458,833,6000011253601636,025035003502523,2
4120,70040315,458,833,6000011253601636,025035003502523,2
4220,710,740315,458,833,6201,67,729,416,811253601891,52503501755253109,8
431,50,710,930211,5544,125,2259,29,937,821,60360711,8250262,5225487,51634,1
4420,710,740315,458,833,6201,67,729,416,811253601891,52503501755253109,8
4520,70040315,458,833,6000011253601636,025035003502523,2
4620,70040315,458,833,6000011253601636,025035003502523,2
4710,7002027,729,416,8000011253601380,525017501751936,6
4810,9002599,937,821,6000011253601453,525022502252104,2
4910,7002027,729,416,8000011253601380,525017501751936,6
3. Perhitungan Pembebanan Balok Arah Memanjanga. Balok a
Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm
Beban Mati
Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 1 m = 201,6 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 1 m
= 7,7 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 1 m = 29,4 kg/m
Beban Keramik : 0,7 x 24 kg/m2/cm x 1 cm x 1 m = 16,8 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/m
qDL Total= 1380,5 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight. Beban Hidup
Beban Guna : 0,7 x 250 kg/m2 x 1 m
= 175 kg/m
QLL Total= 175 kg/m
Beban Terfaktor
qu = (1,2 x 1380,5 kg/m) + (1,6 x 175 kg/m)
= 1936,6 kg/m
b. Balok b
Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm
Beban Mati
Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 1 m = 201,6 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 1 m
= 7,7 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 1 m = 29,4 kg/m
Beban Keramik : 0,7 x 24 kg/m2/cm x 1 cm x 1 m = 16,8 kg/m
qDL= 255,5 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
qDL total = 2 x 255,5 kg/m + 1125 kg/m= 1636 kg/m Beban Hidup
Beban Guna : 0,7 x 250 kg/m2 x 1 m x 2
= 350 kg/m
QLL Total= 350 kg/m
Beban Terfaktor
qu = (1,2 x 1636 kg/m) + (1,6 x 350 kg/m)
= 2523,2 kg/m
c. Balok g
Tebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm Beban Mati (A)Beban Pelat : 0,7 x 2400 kg/m3 x 0,12 m x 2 m = 403,2 kg/m
Beban Plafond : 0,7 x 11 kg/m2 x 2 m
= 15,4 kg/m
Beban Spasi : 0,7 x 21 kg/m2/cm x 2 cm x 2 m = 58,8 kg/m
Beban Keramik : 0,7 x 24 kg/m2 /cm x 1 cm x 2 m = 33,6 kg/m
qDL= 511 kg/mBeban Mati (B)
Beban Pelat : 0,9 x 2400 kg/m3 x 0,12 m x 1,5 m = 388,8 kg/m
Beban Plafond : 0,9 x 11 kg/m2 x 1,5 m
= 14,9 kg/m
Beban Spasi : 0,9 x 21 kg/m2/cm x 2 cm x 1,5 m= 56,7 kg/m
Beban Keramik : 0,9 x 24 kg/m2 /cm x 1 cm x 1,5 m = 32,4 kg/m
qDL= 492,8 kg/mBeban Dinding: 250 kg/m2 x 4,5 m
= 1125 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
qDL total = 511 kg/m + 492,8 kg/m + 1125 kg/m= 2128,8 kg/m Beban Hidup (A)Beban Guna : 0,7 x 250 kg/m2 x 2 m
= 350 kg/mBeban Hidup (B)Beban Guna : 0,9 x 250 kg/m2 x 1,5 m
= 337,5 kg/m
qLL Total= 687,5 kg/m
Beban Terfaktor
qu = (1,2 x 2128,8 kg/m) + (1,6 x 687,5 kg/m)
= 3654,56 kg/m
d. Balok qTebal plat = 12 cm
Asumsi dimensi balok = 30 cm x 50 cm Beban Mati
Beban Pelat : 0,9 x 2400 kg/m3 x 0,12 m x 1 m = 259,2 kg/m
Beban Plafond : 0,9 x 11 kg/m2 x 1 m
= 9,9 kg/m
Beban Spasi : 0,9 x 21 kg/m2/cm x 2 cm x 1 m = 37,8 kg/m
Beban Keramik : 0,9 x 24 kg/m2/cm x 1 cm x 1 m = 21,6 kg/mBeban Pagar: 50 kg/m
= 50 kg/m
qDL Total= 378,5 kg/mBerat Balok : 0,3 x 0,5 x 2400 kg/m3
= 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
Beban Hidup
Beban Guna : 0,9 x 250 kg/m2 x 1 m
= 225 kg/m
QLL Total= 225 kg/m
Beban Terfaktor
qu = (1,2 x 378,5 kg/m) + (1,6 x 225 kg/m)
= 814,2 kg/m
TABEL PEMBEBANAN BALOK ARAH MEMANJANG
NO.HAFAKTOR BEBANHBFAKTOR BEBANABDINDINGBERAT BALOKBEBAN MATIBEBAN GUNAABBEBAN HIDUPBEBAN TERFAKTOR
PLATPLAFONDSPESIKERAMIKPLATPLAFONDSPESIKERAMIKBEBAN HIDUPBEBAN HIDUP
(m)(m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m2)(kg/m)(kg/m)(kg/m)(kg/m)
a0010,70000201,67,729,416,811253601380,525001751751936,6
b10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
c10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
d10,7002027,729,416,8000011253601380,525017501751936,6
e0020,70000403,215,458,833,611253601636,025003503502523,2
f20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
g20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
h20,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
i20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
j20,70040315,458,833,6000011253601636,025035003502523,2
k0020,70000403,215,458,833,611253601636,025003503502523,2
l20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
m20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
n20,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
o20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
p20,70040315,458,833,6000011253601636,025035003502523,2
q0010,90000259,29,937,821,650360378,52500225225814,2
r10,91,50,72599,937,821,6302,411,5544,125,211253601836,8250225262,5487,52984,1
s20,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
t20,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
u20,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
v20,70030211,5544,125,200000360383,3250262,50262,5879,9
w0010,90000259,29,937,821,650360378,52500225225814,2
x10,91,50,72599,937,821,6302,411,5544,125,211253601836,8250225262,5487,52984,1
y20,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
z20,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
aa20,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
ab20,70030211,5544,125,200000360383,3250262,50262,5879,9
ac00000000000011253601125,02500001350
ad0020,70000403,215,458,833,611253601636,025003503502523,2
ae20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
af20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
ag20,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
ah20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
ai20,70040315,458,833,6000011253601636,025035003502523,2
aj0020,70000403,215,458,833,611253601636,025003503502523,2
ak20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
al20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
am20,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
an20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
ao20,70040315,458,833,6000011253601636,025035003502523,2
ap0010,70000201,67,729,416,811253601380,525001751751936,6
aq10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
ar10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
as10,7002027,729,416,8000011253601380,525017501751936,6
B. LANTAI 4
1. Transformasi Beban
e. Beban Segitiga
qek = 0,7 q
f. Beban Trapesium
qek = 0,9 q
TABEL PEMBEBANAN BALOK ARAH MELINTANG
NO.HAFAKTOR BEBANHBFAKTOR BEBANABDINDINGBERAT BALOKBEBAN MATIBEBAN GUNAABBEBAN HIDUPBEBAN TERFAKTOR
PLATPLAFONDSPESIKERAMIKPLATPLAFONDSPESIKERAMIKBEBAN HIDUPBEBAN HIDUP
(m)(m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m2)(kg/m)(kg/m)(kg/m)(kg/m)
10010,70000201,67,729,416,811253601380,525001751751936,6
20010,90000259,29,937,821,611253601453,525002252252104,2
30010,70000201,67,729,416,811253601380,525001751751936,6
40020,70000403,215,458,833,611253601636,025003503502523,2
50020,70000403,215,458,833,611253601636,025003503502523,2
610,720,72027,729,416,8403,215,458,833,611253601891,52501753505253109,8
710,91,50,72599,937,821,6302,411,5544,125,20360711,8250225262,5487,51634,1
810,720,72027,729,416,8403,215,458,833,611253601891,52501753505253109,8
90020,70000403,215,458,833,611253601636,025003503502523,2
100020,70000403,215,458,833,611253601636,025003503502523,2
1120,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
1220,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
131,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
1420,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
1520,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
160010,70000201,67,729,416,80360255,52500175175586,6
1720,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
1820,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
191,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
2020,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
2120,70040315,458,833,6000011253601636,025035003502523,2
2220,70040315,458,833,6000011253601636,025035003502523,2
2310,710,72027,729,416,8201,67,729,416,80144511,02501751753501173,2
241,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
251,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
261,50,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
271,50,91,50,938914,8556,732,4388,814,8556,732,40144985,5250337,5337,56752262,6
2810,7002027,729,416,800000360255,52501750175586,6
291,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
301,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
311,50,71,50,730211,5544,125,2302,411,5544,125,211253601891,5250262,5262,55253109,8
321,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
330020,70000403,215,458,833,611253601636,025003503502523,2
340020,70000403,215,458,833,611253601636,025003503502523,2
3520,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
3620,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
371,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
3820,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
3920,720,740315,458,833,6403,215,458,833,603601022,02503503507002346,4
4020,70040315,458,833,6000011253601636,025035003502523,2
4120,70040315,458,833,6000011253601636,025035003502523,2
4220,710,740315,458,833,6201,67,729,416,811253601891,52503501755253109,8
431,50,710,930211,5544,125,2259,29,937,821,611253601836,8250262,5225487,52984,1
4420,710,740315,458,833,6201,67,729,416,811253601891,52503501755253109,8
4520,70040315,458,833,6000011253601636,025035003502523,2
4620,70040315,458,833,6000011253601636,025035003502523,2
4710,7002027,729,416,8000011253601380,525017501751936,6
4810,9002599,937,821,6000011253601453,525022502252104,2
4910,7002027,729,416,8000011253601380,525017501751936,6
TABEL PEMBEBANAN BALOK ARAH MEMANJANG
NO.HAFAKTOR BEBANHBFAKTOR BEBANABDINDINGBERAT BALOKBEBAN MATIBEBAN GUNAABBEBAN HIDUPBEBAN TERFAKTOR
PLATPLAFONDSPESIKERAMIKPLATPLAFONDSPESIKERAMIKBEBAN HIDUPBEBAN HIDUP
(m)(m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m)(kg/m2)(kg/m)(kg/m)(kg/m)(kg/m)
a0010,70000201,67,729,416,811253601380,525001751751936,6
b10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
c10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
d10,7002027,729,416,8000011253601380,525017501751936,6
e0020,70000403,215,458,833,611253601636,025003503502523,2
f20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
g20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
h1,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
i20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
j20,70040315,458,833,6000011253601636,025035003502523,2
k0020,70000403,215,458,833,611253601636,025003503502523,2
l20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
m20,71,50,940315,458,833,6388,814,8556,732,411253602128,8250350337,5687,53654,5
n1,50,920,738914,8556,732,4403,215,458,833,611253602128,8250337,5350687,53654,5
o20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
p20,70040315,458,833,6000011253601636,025035003502523,2
q0010,90000259,29,937,821,60360328,52500225225754,2
r10,91,50,72599,937,821,6302,411,5544,125,211253601836,8250225262,5487,52984,1
s1,50,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
t1,50,71,50,730211,5544,125,2302,411,5544,125,211253601891,5250262,5262,55253109,8
u1,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
v1,50,70030211,5544,125,200000360383,3250262,50262,5879,9
w0010,90000259,29,937,821,60360328,52500225225754,2
x10,91,50,72599,937,821,6302,411,5544,125,211253601836,8250225262,5487,52984,1
y1,50,71,50,730211,5544,125,2302,411,5544,125,20144766,5250262,5262,55251759,8
z1,50,71,50,730211,5544,125,2302,411,5544,125,211253601891,5250262,5262,55253109,8
aa1,50,71,50,730211,5544,125,2302,411,5544,125,20360766,5250262,5262,55251759,8
ab1,50,70030211,5544,125,200000360383,3250262,50262,5879,9
ac00000000000011253601125,02500001350
ad0020,70000403,215,458,833,611253601636,025003503502523,2
ae20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
af20,71,50,940315,458,833,6388,814,8556,732,403601003,8250350337,5687,52304,5
ag1,50,920,738914,8556,732,4403,215,458,833,603601003,8250337,5350687,52304,5
ah20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
ai20,70040315,458,833,6000011253601636,025035003502523,2
aj0020,70000403,215,458,833,611253601636,025003503502523,2
ak20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
al20,71,50,940315,458,833,6388,814,8556,732,403601003,8250350337,5687,52304,5
am1,50,920,738914,8556,732,4403,215,458,833,603601003,8250337,5350687,52304,5
an20,720,740315,458,833,6403,215,458,833,601441022,02503503507002346,4
ao20,70040315,458,833,6000011253601636,025035003502523,2
ap0010,70000201,67,729,416,811253601380,525001751751936,6
aq10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
ar10,710,72027,729,416,8201,67,729,416,811253601636,02501751753502523,2
as10,7002027,729,416,8000011253601380,525017501751936,6
C. BALOK SLOOFAsumsi dimensi Balok Sloof = 30 cm x 50 cm
Berat Dinding : 250 kg/m2 x 4,5 m
= 1125 kg/m
Berat Balok : 0,3 x 0,5 x 2400 kg/m3 = 360 kg/m
Berat Balok dalam StaadPro dimasukkan sebagai selfweight.
Sehingga Balok Sloof hanya menahan beban dinding.
EMBED AutoCAD.Drawing.17
Pembebanan Balok
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
EMBED AutoCAD.Drawing.17
Kelompok I
_1351233852.dwg
_1354199377.dwg
_1492228730.dwgSeptian
_1351241266.dwg
_1351241669.dwg
_1351241857.dwg
_1351241390.dwg
_1351234484.dwg
_1351222564.dwg
_1351224100.dwg
_1351220706.dwg
_1351220370.dwg