Problem 1
a
Nblow 24
120pcf
w 62.4pcf
z 40ft
zw 10ft
Whammer 140lbf
h 30in
E Whammer h 350 lbf ft
E60 .6E 210 lbf ft
z ( z zw) w
3
2.928 10 psf
5
Pstd 14.7psi 1.014 10 Pa
CN
Pstd
.5
CN 0.85
N1 Nblow CN
b
N1 20.406
c
f 41
c
medium
Problem 2
qc 50
to

Homework 1
CIE 274 Spring 2012
Due January 31
1. In this problem, we investigate which of Jared Diamonds four factors contributing to
collapse of a civilization are also major factors influencing a specific environmental disaster.
We modify these factors

CIE338 ICC (NYS) Based Design Loads - HW1
1) Normal, P(kip)
Due
1/24/2012
Nominal Loads
2) Shear, V(kip)
3) Moment, M(ft*kip)
Dead Load, d
Live Load, l
Soil Load, h
Fluid Load, f
Thermal (Restraint) Load, t
Snow Load, s
Rain Load, r
Live Roof Load, lr
Ear

Q1
B7 5ftL7 5ft zw 10ft Df 5ft
lbf
s 125
A 3 ft3
A2 B7 L7 25 ft
V5 A Df 53.82
ft
2
m c 150 lbf
3
ft
D Df B 7 ft
D zw
no groundwater correction necessary
P 200kip
lbf
w 62.4
3
ft
2
( Wf9) s V5 6.727
A
2
kip
m
a
qgross
qnet
( 200kip 15.625kip )
59.896

Population
Of the Southeast 2 Group 8
February 17th, 2012
Daniel Jerolimov Discussion: Future Population
Corey Carpenter Intro, Approach, Results: Data, Tables and Graphs
Daniel Aiello Discussion: Net Migration, Population Density
Mandela Effiong -
The So

Dan Aiello
HOM 195
Hutchinson
12/8/11
Performance Reflection
In HOM 195 we have seen all kinds of performances throughout the semester. From
participatory performances to presentational performances we have all seen how an audience
reacts, how music is pl

Dan Aiello
Geo. Eng. HW #8
Question 1
A)
B)
Question 2
Question 3
This saturated clay is considered undrained under these conditions. Because the soil is
made of saturated clay this means excess pore water pressure needs a lot more time to dissipate
due t

A streamline in a steady flow of a constant density =1.94 slug /ft cubed
fluid is horizontal. The fluid may be assumed to be idea, meaning it has
no viscosity. At a point on the streamline the velocity is 2.5 ft/sec and a
pressure of 8psi. At some distanc

A streamline in a steady flow of a constant density =1.94 slug /ft cubed
fluid is horizontal. The fluid may be assumed to be idea, meaning it has
no viscosity. At a point on the streamline the velocity is 2.5 ft/sec and a
pressure of 8psi. At some distanc

Derived Equations assuming Vs=1
Specific surface=volume/area for clay
Soil classification
Sieve
Identification
3 in
2 in
1.5 in
1 in
in
3/8 in
#4
#8
#10
#16
#20
#30
#40
#50
#60
#100
#140
#200
inch
mm
3
2
1.5
1
.75
.374
.187
.0929
.0787
.0465
.0335
.0236