In: Advanced Math

For a given Step‐footing find

1. Volume of concrete

2. Area of Shuttering

F = step‐1 : 0.9m x 0.90m x 0.25m

F = step‐2 : 0.80m x 0.80m x 0.25m

F = step‐3 : 0.70m x 0.70m x 0.25m

C = 0.30m x 0.30m

Find the Total cost of all the items referring to price schedule.

Price Schedule:

Explain the way to construct pad footing step by step with
sketch.
1) Setting Out
2) Excavation Works
3) Install Formwork
4) Install Reinforcement
5) Inspection of workdone before concreting
6) Concreting work

Please show step by step. Thank you.
Shallow square footing is resting on a dry cohesionless soil. If
the groundwater table moves from great depth to ground surface and
axial load of the column moves from centroid to ex = B/3
how will affect bearing capacity (Df = 0). Assume unite
weight of soil is 124.8 pcf.

Please provide a step-by-step solution, with
"Given:",
"Find:", and
"Solution:" format, for the problem
below. Please be sure to include any tables, values, and references
required to arrive at the solution you provide so that the process
may be repeated for other values.
Horizontal Formwork Design
Given: 6 in structural steel-concrete floor
slab. Use ¾ in Class I plyform parallel to the span for the
sheathing and Southern Yellow Pine #2 for the rest of the lumber.
Joists will be...

Please provide a step-by-step solution, with
"Given:",
"Find:", and
"Solution:" format, for the problem
below. Please be sure to include any tables, values, and references
required to arrive at the solution you provide so that the process
may be repeated for other values.
Vertical Formwork Design
Given: Design formwork for a 6-ft-high wall.
The concrete is to be placed at a rate of 2 ft/hr and will not be
vibrated. Concrete temperature is expected to be 50˚F. Use standard
weight...

W1, W2 and X are given at the bottom.
Design a square column footing for a 18-in. square tied interior
column that supports loads of DL (W1) k and Live load LL (W2)
k.
The column is reinforced with eight No 8 bars, the bottom of the
footing is 5 foot below final grade, and the soil weighs 100 lb
/ft3 the allowable soil pressure is w ksf.
The concrete strength is 4,000 psi and the steel is Grade
60....

) Using the following information
for Campbell Enterprises, prepare an annual:
Multiple-step income statement
Retained earnings statement
Classified balance sheet (7
points)
Campbell Enterprises, Inc.
Adjusted Trial Balance
December 31, 2016
Debit
Credit
Cash
4,000
Accounts
Receivable
15,000
Inventory
30,000
Prepaid
Insurance
4,000
Supplies
3,000
Long-term Investment in
Stock
6,000
Land
20,000
Buildings
120,000
Accumulated Depreciation—
Buildings
20,000
Patents
10,000
Accounts
Payable
10,000
Unearned
Revenue
2,000
Bonds Payable (due in
2023)
20,000
Common
Stock
80,000...

The average is between 918.23 and 930.23. Find step by step the
confidence intervals for the mean of this sample of n = 36 screws
at 68% and 99%

−7, 8, 8, 6, 10 find the variance step by step

Given:
X
TUx MUx
MUx/Px
Y
TUy MUy
MUy/Py
MUy/Py’
0
0
0
0
0
0
0
0
0
1
250
1
350
2
450
2 550
3
600
3 700
4
700
4 800
5
775
5 875
6
800
6 900
Suppose income I = $160, Px = $20, & Py = $20.
Find the combination of X and Y that maximizes utility.
Calculate Consumers’ surplus of X, CSx = TUx – TEx, total
utility minus total expenditures...

Show step by step to this Transformation problem of r.v
Find the marginal distribution of U = X_1/ (X_1 + X_2), where
X_i is iid Gamma(alpha, beta) for i=1,2.

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