In Problems 83 - 86 , assume that the annual interest rate on a credit card is 19.99 % and interest is calculated by the average daily balance method. The unpaid balance at the start of a 30 -day billing cycle was. A purchase of $49 .82 was made on day 15 .No payment was made during the billing cycle and a late fee of $37 was charged to the account on day 25 . Find the unpaid balance at the end of the billing cycle.
In Problems 83 - 86 , assume that the annual interest rate on a credit card is 19.99 % and interest is calculated by the average daily balance method. The unpaid balance at the start of a 30 -day billing cycle was. A purchase of $49 .82 was made on day 15 .No payment was made during the billing cycle and a late fee of $37 was charged to the account on day 25 . Find the unpaid balance at the end of the billing cycle.
Solution Summary: The author calculates the amount of the unpaid balance at the end of a billing cycle, based on the average daily balance method.
In Problems
83
-
86
, assume that the annual interest rate on a credit card is
19.99
%
and interest is calculated by the average daily balance method.
The unpaid balance at the start of a
30
-day billing cycle was. A purchase of
$49
.82
was made on day
15
.No payment was made during the billing cycle and a late fee of
$37
was charged to the account on day
25
. Find the unpaid balance at the end of the billing cycle.
=
Q6 What will be the allowable bearing capacity of sand having p = 37° and ydry
19 kN/m³ for (i) 1.5 m strip foundation (ii) 1.5 m x 1.5 m square footing and
(iii)1.5m x 2m rectangular footing. The footings are placed at a depth of 1.5 m
below ground level. Assume F, = 2.5. Use Terzaghi's equations.
0
Ne
Na
Ny
35 57.8 41.4 42.4
40 95.7 81.3 100.4
Q1 The SPT records versus depth are given in table below. Find qan for the raft 12%
foundation with BxB-10x10m and depth of raft D-2m, the allowable
settlement is 50mm.
Elevation, m 0.5 2
2 6.5 9.5 13 18 25
No.of blows, N 11 15 29 32 30 44
0
estigate shear
12%
2
Chapter 3 Solutions
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