perhitungan beban maksimum tiang pancangpbrs
TRANSCRIPT
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
1/8
No. Pondasi PC n
Dimensi Kolom Dimensi PC
bc hc b h
7 A 100 400 400 3300 3300
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
2/8
Asumsi tebal PC (ht) asumsi tebal selimut Tebal efetif PC (d) !
"00 7" 4#" #43#.3#$
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
3/8
"7
Nu %& %' 14 A !c
1.#4 "3.$"7* 1.$1## 1"#4*0000 177$.*3*"1443*$
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
4/8
Ce +ese, 1 a,ah bo bc1
10*7.71$0**## 3300 1.0000 "#$4.3#13$7733*
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
5/8
Astulanan tunal
f'
fc
diamete, tulanan
!cCe +ese, # a,ah Pma& d& %u
# 3
*310.403 34$4.#"#1# #0$*.""1#73"0#" 252.6957 417 "4.34$7
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
6/8
#01.14#$
370
"7
1*
%n -n Ase,lu n As/
*."4371 0.003 0.07#44*77$ 0.0001* "#0*.*" #* "##$.714
min e,lu
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
7/8
a,a tulanan d' %u %n -n
1#*.$#3 100 401 "0.7$14 *3.4$7$ 0.003 0.0*710"
min
-
8/17/2019 Perhitungan Beban Maksimum Tiang Pancangpbrs
8/8
Ase,lu n As/ a,a tulanan
0.00017# "007.01 #* "##$.714 1#*.$#31 100
e,lu