Illustrative Drawings

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

47

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

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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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