ILLUSTRATIVE DRAWINGS Project: Various Location: Multiple Artist: Morgan Raman
Over the years, I have compiled a number of sketches, drawings, and models that I created in various fields of work, locations, and hobbies. I have presented a few of them that encompass fashion, buildings, interior design, typography, and abstract work.
Architectural Program | Exploded Sectional Isometric Projectional Views
3
Sectional Oblique Axonometric Projection | Military View
5
Artistic Rendition | Light and its purpose
Longitudinal Section | Artistic perspective, 10:00am
7
Isometric Projection of Structure | WTC Transportation Hub, New York - Santiago Calatrava
9
1
2
3
4 5 6
1. Purlin 2. Transition 3. Rafter 4. Arch 5. Upper Portal 6. Lower Portal
Plan Perspective Projection of Structure | WTC Transportation Hub, New York - Santiago Calatrava | Visions
11
of Structural form as a lantern in space
Isometric Projection of Exterior Structure| WTC Transportation Hub, New York - Santiago Calatrava
13
Bird-eye Perspective Projection | Proposed Transportation Hub at the Cincinnati Uptown Innovation Corrido
or
15
1
4 5 2
2 3
varies 1. Upper Flange 2. Cantilever 3. Girder
4. Tension Connector (to cables) 5. Stiffener (handrail mount) 6. Brace (handrail)
6
17
N
A RAM
19
N
A RAM
Very Large Tunnel Boring Machines | Artistic Rendition
21
PUGET SOUND
LAKE WSHNGTN
Surface projection of tunnel alignment Tunnel Portal locations
PERSPECTIVE VIEW OF THE BRIGHTWATER CONVEYANCE SYSTEM ALIGNMENT IN KING/SNOHOMISH COUNTIES, WASHINGTON STATE
600
600
5
405
400 D E P T 200 H
400
0 FT
0 FT
200
-200
10,000 0
1 MILE
20,000
30,000
3 MILE
5 MILE
40,000 7 MILE
50,000 9 MILE
60,000 11 MILE
67,000
-200
13 MILE
GROUND PROFILE AND GROUND WATER TABLE ALONG PROPOSED TUNNEL ALIGNMENT
600
600
400 D E P T 200 H
400
0 FT
0 FT
200
-200
10,000 0
1 MILE
20,000
30,000
3 MILE
5 MILE
40,000 7 MILE
Fill and Alluvial deposits Older Non-glacial deposits
Alluvial and Non-glacial deposits: Generally sands, silty sands, and gravel
50,000 9 MILE
60,000 11 MILE
67,000
-200
13 MILE
Voshon Glacial deposits Older Glacial deposits
Glacial deposits: Generally till, lacustrine and outwash
GEOLOGIC SECTION ALONG PROPOSED TUNNEL ALIGNMENT
600
600 E X C A V A T I O N
5
405
400 D E P 200 T H
400
0 FT
0 FT
200
-200
10,000 0
1 MILE
20,000 3 MILE
Sand, Gravel (outwash) Silt/Silty sand (till/alluvium)
30,000 5 MILE
Hard Clay
40,000 7 MILE
Tunnel Hydraulic Grade Line
50,000 9 MILE
60,000 11 MILE
Surface water bodies Ground water table line
SIMPLIFIED GEOLOGIC SECTION AND TUNNEL VERTICAL ALIGNMENT
Illustrative Graphs | Geological Profile along a Horizontal Pipeline Alignment
Tunnel Portals
67,000
-200
13 MILE
23
1 Bothell
SNOHOMISH COUNTY KING COUNTY
Sou n d
Woodinville
Alki
is h
am
Pug
et
Seattle
Bellevue
L a k e Sa m m
2
L a k e W a sh in gt o n
Carkeek
Issaquah WA
4
Renton
3
Vashon Island
Effluent Pipeline Network Urban Growth Area Boundary Flow Transfer Area CSO Treatment Plant
Effluent Treatment Plants
1 City of Edmonds (exist., flow transfer) 2 West Point 133 MGD 3 Vashon Island 0.26 MGD 4 South 115 MGD
East Service Areas
TY TY UN UN CO CO NG E KI ERC PI
Federal Way
Pump stations
West Service Areas Regulator stations Pump stations 0 miles
Illustrative Maps | Demarcations of Land Areas and Infrastructure
2
4
N
Product description Product Engineering Team Project Management Team
Inputs Phases
INITIAL
Project Management Outputs
Scope Charter
INTERMEDIATE FINAL Production Acceptance Plan Prototype QA/QC
Project Deliverables
Approval Deliver
Product Transport Logistics
PROJECT LIFECYCLE PHASES FOR PIPE MANUFACTURING
INITIAL Planning: Vision, Product Protocols
Prototype Development Planning
INTERMEDIATE
AGILE
First Prototype
Second Prototype
Third Prototype
Project Retrospective
Project
Iteration
Iteration
Iteration
Prototype Retrospective
Prototype
Prototype Retrospective
Iteration
Daily work: Iteration Planning
FINAL
Design Simulate Produce Test
Daily work:
Design Simulate Produce Test
Daily work:
Design Simulate Produce Test
PHASES/SUBPHASES IN AGILE MANUFACTURING PROJECT LIFECYCLE
Project Management | Agile process for prototyping, manufacturing, and delivery
25
MANUFACTURING SCHEMATIC
Continuous Rovings Separator Combs Resin Bath
Nip Rollers Guide
Rotating Mandrel
Creel
A–A A psi A
TESTING SCHEMATIC
psi
Agile Manufacturing Environment
Start
Cross-sections | Urban scale and details
27
1 8
50 — 450
2
ft
3
4
7
6
5
1
0
1
Looking East
2
Rua
Riac
Feijó
hue
lo
Av. Br
igad
eiro
Luís
Ru a
Ant ôni
o
Rua
Sen.
o Do
ut
Dr.
João
Men
des
Rua
Con
selhe
iro F urta
do
Viad
Praç a
a aulin na P
SIT
rda d Libe Av. da
aia nd a Ja Ru
Rua J
acegu
uai
ai
Aerial Perspective Projection | The City of São Paulo, Brazil
Furtado
o Jaceg
Rua Conselheiro
Viadut
Rua da Glória
e
Av. 23 de M ai
Av. 23 de Maio
o
(-23.553
a An
ita G a r ib
a ldi
29
Av .d
oE
sta
Rua Tabatinguera
TE
de Sar
ério
zedas
Glic
ste-Oeste
ério / Viaduto Le
Viaduto do Glic
ste-Oeste
Teix e
ira L
eite
ério / Viaduto Le
Viaduto do Glic
Ru a
onde
Rua
Rua C
os Av. Pref. Pass
3, -46.633)
do
metres 0 10 20
50
100
Two Point Perspective Projection | The City of São Paulo, Brazil
31
One Point Perspective | Proposed Tall Building
Reaction Couple Mu2 Net Resistance Fu
Partially Restrained and Flexible Moment Connections
Fully Restrained Beam-Column Connections
Moment Connections | Typology, behavior, and mechanism
33
tf k
5k+N
N = tb 2.5 : 1
Puf
Fyc
(left column from top) Web-seat angle connection, Flange-plated seat angle connection, Seated connection, and Web-T connection. (right column from top) T-stub connection, Flangeplated stiffened connection, End-plate connection, and Flange-plated stiffened connection with web angle.
(left to right) Four-bolt, unstiffened, extended end-plate connection, eight-bolt stiffened extended end-plate connection, pressure imprint on carbon paper positioned between the end plate and column flange (Surtees and Mann)
Column web panel-zone shear due to reaction moments (end connections not shown).
Load dispersion diagrams for web-yielding: (left) Flange-plated or directly welded connection to the beam (right) Extended end-plate connection (detail) Terminologies of an end-plate (Krishnamurthy and AISC)
tp k tf
6k+N+2tp
Puf
1:1 3:1
Mu1 db
Column Web End Plate Tension pe pf Flange wt
Condition for equilibrium of a plate element FY FX
MXY
MY
MX
MY + _____ ∂MY • ΔY ∂Y
z
MYX
MX + _____ ∂MX • ΔX ∂X
MYX + ______ ∂MYX • ΔY ∂Y
FY +______ ∂FY • ΔY ∂Y
FX +______ ∂FX • ΔX ∂X
MXY + ______ ∂MXY • ΔX ∂X
w∆x • ∆y + {Fy + (∂Fy/∂y) • ∆y – Fy)} • ∆x + {Fx + (∂Fx/∂x) • ∆x – Fx)} • ∆y = 0
∂²Mx + ∂²My – ∂²Mxy = – w _______ _______ ______ ∂x² ∂y² ∂x ∂y
Common shapes/support conditions for which code recommendations are unavailable/insufficient for design: unsupported/free simple support fixed/continuous +ve yield line -ve yield line column
Plate Analysis | Visualization of Concepts of Structural Behavior
x
y
35
Collapse Moment of a Polygonal Slab: an analysis
Computation of internal angles: For equilibrium of the whole plate, for plate part ,
∠M = arctangent(2) and, ∠N = 135 – ∠M
(m/) = 1/6 • Wu • L²
for plate part and , (2m/k₂) = 2/6 • Wu • k₂ • L²
where k₂ is a f (L) expressed for the height of part
for plate part and , (1.65686m) = 2/6 • Wu • 1.2071 L² for plate part ,
[
]
m ______________ 2.4142 (1.7071 — )
= 1/6 • Wu • 2.4142 • (1.7071 — )L²
By adding and simplifying the above equations for conditions of equilibrium, the collapse moment of the plate,
[
]
m = 1/6 • Wu • L² • (6.53548 + 2k₂ — 1.4142) ________________________________ (1 + 2 + 3 + 4)
where,
1 = 1/
2 = 2/ k₂
3 = 1.65686, and
4 = ______________ 2.4142 (1.7071 — )
Representation of Hypothesis | Hand-drawn Illustration for proof of mathematical concept
Phenomenological Illustration | Product Design
37
Isometric Projectional Drawings | Product Design
39
Hand-drawn Product Conceptual Designs | Adidas - Innovate
41
Hand-drawn Imaginations | Finding Form in Architecture
43
Folding in Architecture | Finding form through typography and fashion
45
Folding in Architecture | Finding form through thoughts of projection and elevation
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Medium: Pen on note paper
Clockwise from top: The Hindustan Lever Pavilion, New Delhi, India. My thoughts for an addition to a Catholic Church, Cincinnati, Ohio USA Sectional drawing with an embedded site image view taken with my cell phone for a Fossil Park, Cincinnati, Ohio, USA. Oporto Vodafone Building, Porto, Portugal. A conceptual sketch for a Fossil Park, Cincinnati, Ohio, USA.
Landscape Architecture | Exemplars of visual form | In the manner of Jens Jensen
49
Landscape Architecture | Exemplars of visual form | In the manner of Chip Sullivan
Cincinnati Music Hall | A case study of form of Samuel Hannaford’s work in Cincinnati
53
Interior Design Drawings | Exemplars of visual form | In the manner Paris Interiors
55
In the works | A contemporary kitchen inspired by Art Deco | Mixed Flat Reality drawings
57
Hand sketch of Art Deco-inspired fused glass window design (under fabrication)
Rendered exterior view showing stained proposed decorative hanging vines and lavendar (Lavendula angustifolia) bushes
Illustrative Art | Multiple copies sold as wall art for thematic visual anchor in Contemporary Style Interior Sp
paces
59
Illustrations | Representation of field mathematics
61
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End of Document
Drawings of Morgan Raman Select Works.
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