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

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"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

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#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

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 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

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Ase,lu n As/ a,a tulanan

0.00017# "007.01 #* "##$.714 1#*.$#31 100

e,lu