SEI Student Design Competition 2014

8/11/2019 SEI Student Design Competition 2014

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CEE DAY PRESENTATIONGROUP: RIM3SENGINEERINGFernando Rabell

Joaquin IglesiasPatrick McAlpine

James Matzke

Sean Muirhead


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OVERVIEW

Contents

Description of Project

Desired Design

Design Loads Framing and Sizing

Cost Estimates

Concrete Testing

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OVERVIEW

Contents


Desired Design


Cost Estimates

Concrete Testing

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HOWITSTARTED

When?

July 2012

Who?

Engineering Service Trip, led by Mr. Jordan Ermilio, PE What we did:

This was a fact finding mission

What we learned:

They needed a Pre-School

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PROJECTDESCRIPTION

Location

Trapaing Chres, Ratanak Kiri, Cambodia

Use

Pre-School for approx. 80 students Footprint 500 m2( 5380 sq. ft)

Clients and Partners

Caramanico Foundation

Peggy Marble

Michael Oei, Architect

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SITEMAPKitchen

Boys & GirlsDorms

Lower-HighSchool

Elementary

Kindergarten

N

SelectedPreschoolLocation

Forested Area

Bathroom

Bathroom

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OVERVIEW

Contents


Desired Design


Cost Estimates

Concrete Testing

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DESIREDDESIGN


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PRE-SCHOOLRENDER

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OVERVIEW

Contents


Current Design


Cost Estimates

Concrete Testing

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REFERENCETEXTS

ACI 318-11

IBC 2012

ASCE 7-10

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DESIGNLOADS

Composed of:

Dead Loads:

loads that are relatively constant overtime

for example: floor tiles, carpet, walls

Live Loads:

short, temporary, or moving loads

for example: people, desks, chairs

Wind Loads Earthquake / Seismic Loads

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DEADLOADS

Roof:

Beams Self Weight*

Girders Self Weight* Roof Support System

Roof Shingles

Solar Panels

Floor

Columns

Masonry Walls

4 Concrete Decking

= 6 psf

= 25 psf

= 5 psf

= 21 psf

= 3 psf

= 10 psf

= 58 psf

= 50 psf

Section Load

*- Self-weight will be included when designing each specific member

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LIVELOADS

Roof: Roof, Maintenance

Gable Roof

Floor: Corridor

Classrooms

= 300 lbs

= 20 psf

= 100 psf

= 40 psf

Section Load

IBC Code- Table 1607

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WINDLOADS

ASCE 7 Chapter 28 , Envelope Procedure - Part1

Wind Loads Based on:Type of building/structure type

Wind Speed

Topography

Height of building

Building surface


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WINDLOADS

Designed as: Low-Rise Building (h


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BUILDINGSURFACES

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ASCE 7-10 Figure 28.4-1


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BUILDINGSURFACES

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ASCE 7-10 Figure 28.4-1


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DESIGNWINDPRESSURE

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Building

SurfacePmin(psf)

Pmax

(psf)

Building

SurfacePmin

(psf)

Pmax

(psf)

1 -22.8 25.3 1E -23.5 28.3

2 -28.3 17.3 2E -37.0* 18.7

3 -22.4 4.1 3E -24.7 0.5

4 -21.0 4.1 4E -23.5 1.6

5 -3.4 21.7 5E 1.4 26.5

6 -19.2 5.9 6E 22.4 2.7

Use 37.0 psf for design


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SEISMICLOAD

Product of ground motion and mass of structure

Ground acceleration causes both horizontal forcesand vertical forces

Seismic design coefficients provided by USGS, andformulas given by IBC and ASCE 7 allow simplecalculations that convert ground motion into loads

Load Used

Eh

- 36 kip (horizontal)

Ev - 18 kip (vertical)

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OVERVIEW

Contents


Desired Design


Cost Estimates

Concrete Testing

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FRAMING

Structural system

Simple column-beam design with a slab floor.

Masonry Unit walls

Gable roof

Reasoning

Limited construction materials

Ascetics

Durability


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FRAMING

Building Over View

Four Class Rooms

Library

Office

Bathrooms


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FRAMING

Building Over View

Four Class Rooms

Library

Office

Bathrooms

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FRAMING

Building Over View

Four Class Rooms

Library

Office

Bathrooms

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FRAMING

Building Over View

Four Class Rooms

Library

Office

Bathrooms

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MEMBERDESIGN

STAAD model

Max Moment = 392 kip-in

Max Axial = 43.5 kips


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MEMBERSIZES

Column

Roof Column (40) = 16.0 kips

First Floor Column (46) = 23.7 kips

Foundation Column (46) = 43.5 kips

Design

8.5 in x 8.5 in (220 mm x 220 mm)

4 #4 bars (14mm - European Size)

8.5 in Tie Spacing (220 mm)

Capacity

Pn =127.9 kips


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MEMBERSIZES

Column Cross Section


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MEMBERSIZES

Beams (18)

Each was individually designed

Range of moments: 105 - 392 kip-in

Design

12 in x 8.5 in (300 mm x 220 mm)

16 in x 8.5 in (400 mm x 220 mm)

Number of rebar: 4 - 8

Size of rebar: #3 - #4 (8 mm - 12 mm)


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MEMBERSIZING

Example Beam Cross Section


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OVERVIEW

Contents


Desired Design


Cost Estimates

Concrete Testing

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ESTIMATION

Foundation

Quantity Material Price of

Material/Unit

Total

Footings 13.8 m3 Concrete $ 139.40 $ 1,930

Columns 4.46 m3 Concrete $ 139.40 $ 630

Dividers 22,620 bricks CMU $ 0.09 $ 1,930

Total $ 4,490


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Foundation


Material/Unit

Total




Total $ 4,490

ESTIMATION


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Foundation


Material/Unit

Total




Total $ 4,490

ESTIMATION


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40

Foundation


Material/Unit

Total




Total $ 4,490

ESTIMATION


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First Floor

Quantity Material Price of Material/Unit Total

Concrete Slab 52.51 m3 Concrete $ 139.40 $ 7,320

Columns 8.91 m3 Concrete $ 139.40 $ 1,250

Beams 7.77 m3 Concrete $ 139.40 $ 1,090

Girders 6.22 m3 Concrete $ 139.40 $ 870

Walls 89,550 bricks CMU $ 0.09 $ 7,620Total $ 18,150

ESTIMATION


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ESTIMATION

First Floor




Beams 7.77 m3 Concrete $ 139.40 $ 1,090




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ESTIMATION

First Floor




Beams 7.77 m3 Concrete $ 139.40 $ 1,090




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ESTIMATION

First Floor




Beams 7.77 m3 Concrete $ 139.40 $ 1,090




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ESTIMATION

First Floor




Beams 7.77 m3 Concrete $ 139.40 $ 1,090




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ESTIMATION

First Floor




Beams 7.77 m3 Concrete $ 139.40 $ 1,090




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Roof


Columns 3.7 m3 Concrete $ 139.40 $ 520Beams 7.56 m3 Concrete $ 139.40 $ 1,060

Walls 18,800 bricks CMU $ 0.09 $ 1,600

C Channels 122 sections Aluminum $ 183.00 $ 22,240

L Angles 806 sections Aluminum $ 20.00 $ 16,290

Shingles 584 m2 Clay $ 13.50 $ 7.890

Total $ 49,600

ESTIMATION


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ESTIMATIONRoof



Walls 18,800 bricks CMU $ 0.09 $ 1,600



Shingles 584 m2 Clay $ 13.50 $ 7.890

Total $ 49,600


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ESTIMATIONRoof



Walls 18,800 bricks CMU $ 0.09 $ 1,600



Shingles 584 m2 Clay $ 13.50 $ 7.890

Total $ 49,600


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ESTIMATIONRoof



Walls 18,800 bricks CMU $ 0.09 $ 1,600



Shingles 584 m2 Clay $ 13.50 $ 7.890

Total $ 49,600


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ESTIMATION

Bathrooms


Piping System 146 m PVC $ 7.77 $ 1,410

Water Tanks 130 bricks CMU $ 0.09 $ 20

Walls 27,104 bricks CMU $ 0.09 $ 2,310

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ESTIMATION

Bathrooms




Walls 27,104 bricks CMU $ 0.09 $ 2,310

E


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ESTIMATION

Bathrooms




Walls 27,104 bricks CMU $ 0.09 $ 2,310

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Bathrooms




Shingles 36 m2 Clay $ 13.50 $ 490

Wash Stations 1,112 bricks CMU $ 0.09 $ 100

Total $ 7,320

ESTIMATION

E


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Bathrooms




Shingles 36 m2 Clay $ 13.50 $ 490

Wash Stations 1,112 bricks CMU $ 0.09 $ 100

Total $ 7,320

ESTIMATION


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Labor Cost


Labor 5 workers Skilled andUnskilled

$ 8.75/day $ 4,000

ESTIMATION

ESTIMATION


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Total CostsSection Total

Foundation $ 4,490

First Floor $ 18,150

Roof $ 49,600Bathrooms $ 7,320

Labor $ 4,000

Total $ 83,560

Contingency % 10

Total $ 92,000

ESTIMATION

ESTIMATION


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ESTIMATION


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OVERVIEW

Contents


Desired Design


Cost Estimates

Concrete Testing

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CONCRETETESTING

Volcano style mixing

Gravel currently used

Sand currently used

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Pour

3 Course Aggregate

2 Fine Aggregate

1 Cement

.45 Water

7 Day Test (Two Cylinders)

4,000 psi

14 Day Test (Two Cylinders)

4,500 psi

28 Day Test (14 Cylinders)

3,000-6,000 psi (average of 5300 psi)

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CONCRETETESTING


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0

10000

20000

30000

40000

50000

60000

70000

80000

90000

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35

Load

(lb.

)

Position (in.)

28 Day Cylinder Tests

CONCRETETESTING


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RECAP

Member Sizes

Columns

220 mm x 220 mm

Beams

300 mm x 220 mm or 400 mm x 220 mm

Cost

$ 91,000

Compression Strength for Design

fc= 3,000 psi

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ACKNOWLEDGEMENTS

Caramanico Foundation Thomas & Anne Caramanico

Peggy Marble

Prof. Jordan Ermilio, PE

Monie and Natalie

In country partners

Prof. Zeyn Uzman, PE

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Documents

SEI Student Design Competition 2014