ANHTUAN HONG
THE PORTFOLIO OF
DESCRIPTION LIST
Front Cover This Page A1 A2 A3 A4 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B13
Sexy Back; Digital Image January 2008 Spring Blossom; Digital Image February 2009 Centerpieces; 8”x8”x12” Tall; Steel February 2007 Staircase; 10’x20’x10’ Tall; Steel April 2008 Control Arms; 20”x18”x18” Tall; Steel June 2006 Steel Bases; Varies; Steel April 2006 Forklift Chain and Pulley Product Photo; Digital Image April 2009 Forklift Bearing and Bottom Bracket Product Photo; Digital Image April 2009 Photo of Fabricator Welding Centerpieces; Digital Image January 2007 Rosarito, Mexico After Sunset; Digital Image December 2007 Avila Beach Pier, California at Night; Digital Image December 2007 Green Field in San Luis Obispo, California right before Sunset; Digital Image March 2009 Fremont Theatre in San Luis Obispo, California at Dusk; Digital Image May 2009 Flyer for Gallery; 5”x7”; Digital Press April 2008 Bouldering in Bishop, California; Digital Image March 2009 Dirt Jumping in San Luis Obispo, California; Digital Image April 2009 Downhilling in San Luis Obispo, California; Bicycle/Digital Image March 2008 Remote Activated Receiver; 3”x1 1/2”x1/2” Thick; Electronic April 2009
CENTERPIECES
The centerpieces were created for California Polytechnic State University’s annual SEAOC Structural Forum. The theme of the 2007 Structural Forum was “Structural Expression in Architecture”. I wanted to use steel for the design because steel inherently has the association of structural elements. However I wanted to organize the steel elements in a fluid, organic fashion to express an element of art. I was given a $1000 dollar budget to produce approximately 50 centerpieces. The design had to be simple, elegant and create a lasting impression. I came up with the concept after doodling in class. The concept was simple enough to produce in a weekend. The sand blasted bases took the longest time to produce and were outsourced to a local trophy shop. The actual structure was welded by my roommate and produced in one day. We created a jig to allow for faster repetition and well as conformity within the 50 centerpieces. After welding, I cleaned the structure of flux and any remain residue and sprayed the entire centerpieces with two layers of clear coat paint.
A 1
3/16" HSS per Plan B
IR
RI
9
HSS per Plan Beyond, Shown Dashed for Clarity
L
3/ 1
7 9 S. Sim
3/
/2
HSS Beam to Hss Stringer
3/16" 3/16"
A Section B
STEEL STRINGER @ CORNER
11
5 9 S-
A BE
3/16"
10 S-9
Typ.
7 S-9
10 S-9
6 S-9
1 S-9 7 S-9 Typ. 7 S-9
7 9 Sp. Ty
Sim.
Typ. 10 S-9
1 S-9
7 S-9
5 S-9 L2x2x1/4" Angle w/ (2) 1/4"x1 1/2" SDS Screws into Wood Tread
6 S-9
5 S-9
1 S-9
2 S-9
Sim.
11 S-9
9 S-9
10
1 S-9
6 S-9
4 1/2" Min.
7 S-9 Typ.
5 S-9
7 S-9
10 S-9
Typ.
Typ.
TL
C
TO
M
HSS per Plan
Floor Joist per plan, Shown Dashed for Clarity
3/16" HSS per Plan
Stair Riser, Shown Dashed for Clarity
S
3/16"
6
r t ai S S lan H S er P rp ge n i Str n 6" Pla 3/ 1 r e Sp HS B 5
L8x4x1/2", 1'-9" From Corner of Wall. Use L6x4x1/2" @ First Stair Landing, Align w/ Stair Stringer
1
STL BM CORNER CONNECTION
Floor Boundary Nailing
3/16"
HSS per plan
Floor Framing per Plan
3x Ledger w/ 1/2" Studs @ 24"o.c.
Stair Stringer per Plan
HSS per plan
(2) 5/8" Epoxy All Threads into Concrete Wall w/ Simspon SET Epoxy
See Detail 15/S-8 for Stair Tread Detail
Concrete Wall Where Occurs
Note: All Welds to be 3/16" Fillet Welds, U.N.O.
18
STAIR FRAMING LAYOUT
STL BEAM TO CONC. WALL
10
HSS Stair Stringer per Plan
6
m ea d B S he HS Das arity l n ow for C Plan r Sh r pe Rise m r i a Be Sta SS Beam per Plan
3/16"
HSS per plan
7"
3/16"
STL STRINGER TO BEAM
n Pla n r la pe e r per P g n t r i am S S Be S S H HS
3/16"
3/16"
O. O. .N. U.N. U , ", : es x3/8 x3/8" z i S x3 x3 8 10 O. am N. . B e HS S S S ,U H e lds o b to be e t tW ms s ille ea inger F B 6" All r Str i 3/1 a t e S ob All st d l e ll W A t e: No
ST
L
Per Arch.
STAIR RISER TO STL STRINGER
9
5 S-9
1 1/2" Clr Typ.
Typ.
Typ.
8"
6 9 S-
10 9 Sp. Ty
3x6 Teak @ 24"o.c.
1 9 S-
L A . W C ON
HSS8x3x3/8" per Plan
7 9 Sp. Ty
n
11
HSS Beam to Hss Beam
Beam Sizes: All Beams to be HSS 8x3x3/8", U.N.O. All Stair Stringers to be HSS 10x3x3/8", U.N.O.
5 9 S-
pla
p. Ty
A Section A
1 9 S-
2 9 S-
6"
r pe
r r ne
11 9 S-
9 9 S-
S
S Co HS m @ o " r w/ " F 1/ 2 '-9 6x4x Align 1 ", L g, n The steel staircasexstructure designed for a residence in Shell Beach, Califor1/2 Use ndiwas 4 x ing ll. ir La 8 a L ail the designer Bill Isaman of Isania. The layout off Wthe tstairs rwas given to meNby a e g o st S rin 7" ar y St Obispo. As the man Designs in San ndproject engineer, I was placed in charge Fir Luis r u i Bo lan Sta orframing members. rP of sizing and placement of "the steel In my initial designed I o l e F p 6 g 1 n / relied on posts, but after3 further review, I removed all@posts and created a framing mi ds Fr a u t r plan that would be self supported byFlthe oo exterior " Swalls. 1/ 2 / n rw Pl a ge r d e p Le The stair stringer acts as a post, supporting /8" cantilevered beam above. After 3x "o.c. x3the 3 nto called Risa 3d, I was then 24 analysis analyzing the structure in a computer program 8x si S d a n HS o hrethe Tof sp various members as well as n. placed in charge of detailing the connections l i l M A Sim " y 2 / oxexterior detailing the structural connection to the walls. urs w/ 41 Ep all " cc 8 W / 5 ete eO ) r y r 2 e x ( nc h po staircase, Co T Ethe In addition to designing and detailing ll W I also design and detailed the a SE eW structural and lateral elements of the entire ret house. c n Co
3x6 Teak @ 24"o.c.
k ea . T .c 6 3x 24"o @
3 24 @
6 9 S-
A ST
HSS Beam Shown Dashed for Clarity HSS Beam per Plan Stair Riser
B
5 9 S-
5 9 S-
-9
HSS Stringer per Plan HSS Beam per Plan
R SE
TO
ST
HS
lr "C
p. 10 9 S-
HSS Stair Stringer per Plan
ST
8"
STAIRCASE Ty
oo 2 x2 L2 x1 1/ to W " in 1/ 4
STL STRINGER TO BEAM
2
H
STAIR STRINGER TO CANT. BEAM
HSS per plan HSS per plan
3/16" HSS per Plan B
Corner Connection per Detail 1/S-9
HSS Stringer per Plan HSS Beam per Plan HSS Beam Shown Dashed for Clarity HSS Beam per Plan Stair Riser
B
Floor Boundary Nailing Floor Framing per Plan
3/16" HSS per plan HSS per plan
HSS per Plan Beyond, Shown Dashed for Clarity
A Section A
HSS per Plan
Floor Joist per Plan Simpson W Hanger 3x Ledger w/ 1/2" Studs @ 24"o.c.
HSS Beam to Hss Beam HSS Beam to Hss Stringer
3/16"
A Section B
19
Not Used
15
Not Used
11
lan r P wn B e A S p Sho ity on cti HS nd, Clar e S y o or Be e d f sh Da 3/16"
3/16"
STEEL STRINGER @ CORNER
7
HSS BEAM TO HSS BEAM
3
LEDGER AT STAIR LANDING
HS
m ea B S
to
s Hs
A Be
s Hs
3/ 1
am
in Str
ge
r
6"
2
3/ 1
6"
@
CO
R
CONTROL ARM
For my senior project, my partner and I decided to try something different than the standard structure. We convinced our advisor to allow us to redesign suspension arms for a 1990 Chevy 他 Ton Truck for off road racing. We analyzed suspension design and took into account shock placement, camber and axle path. After coming up with an initial design, we inputted the design in a graphical 3d program and placed stresses on the design to see the capacity and efficiency of the design. Once the analysis was completed we fabricated the arms and placed them on the truck. Unfortunately funding ran dry to complete the rest of the truck and real world testing of the arms was never conducted.
A 3
STEEL BASES
In 2006, a few of my fellow students and I entered in a temporary housing design competition called Design Village. The structure we designed was made of PVC piping on a wood 2x4 base. The design would call for a level base but the ground would be uneven. I came up with this design of using scrap steel found in a junk yard for a steel footing with a height adjustment. The design would allow for easy placement of wood base members on top w/ bolts to connect. The design was a quick and simple fix for the situation and served its purpose well. However the design was bulky and a little awkward to adjust. The sketch is hand drawn, detailing the footing construction for a welding student to fabricate. In the detail, plan and section views are drawn for the two piece footing. The base is a simple plate with a ¾” all thread, welded at the base with a nut to provide a more secure connection. The upper portion has a nut, welded to angles and a plate and can be rotated to achieve the height change. In the design, I accounted for 8” of height adjustment.
A 4
B
1
B
Forklift Bearing and Bottom Bracket Product Photo
Forklift Chain and Pully Product Photo
2
Photo of Fabricator Welding Centerpieces Together on a Jig
B
3
B
Rosarito, Mexico after Sunset. Photo was displayed in Visions 2007 Art Show
4
B
Avila Beach Pier, California at Night
5
Green Field in San Luis Obispo, California right before Sunset
B
6
B
7
Fremont Theatre in San Luis Obispo, California at Dusk
B
8
Flyer for a Gallery I presented in San Luis Obispo, California. Graphic Design and Photograph were both created by me. Rider: Shawn Warren
B
9
Bouldering in Bishop, California. Climber: Derrick Lindsay
B
Dirt Jumping in San Luis Obispo, California Rider: Alex Kachlakev
10
B
11
Downhilling in San Luis Obispo, California. The bicycle parts were customed specified and the bicycle was assembled by me. The chainguide device was modified to adapt to the frame as well as a custom headset. Rider: Richard Hong
B
12
Remote Activated Receiver for Photography Flash. The Initial Base was Flimsy and Weak. I Customized the Receiver by Adding a Wired Base which is Smaller and Stronger, More Ideal for Flash Placement.