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“The Wood Products Council” is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES). Credit(s) earned on completion of this program will be reported to AIA/CES for AIA members. Certificates of Completion for both AIA members and non-AIA members are available upon request. This program is registered with AIA/CES for continuing professional education. As such, it does not include content that may be deemed or construed to be an approval or endorsement by the AIA of any material of construction or any method or manner of handling, using, distributing, or dealing in any material or product.

Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation.

Copyright Materials

This presentation is protected by US and International Copyright laws. Reproduction,

distribution, display and use of the presentation without written permission of the speaker is

prohibited.

© The Wood Products Council 2012

Learning Objectives

At the end of this program, participants will be able to:

1/ Participants will be able to identify and observe the complex geometry as compared with conventional uses of structural wood.

2/ Various timber connection designs will be examined in an effort to justify the end result.

3/ Discussion of the use of digital computational design shall be examined.

4/ Participants will be able to assess the use of a new material in this application in the reviewed project.

METROPOL PARASOL Adventures in Engineering

Plaza de la Encarnación, Sevilla

METROPOL PARASOL ADVENTURES IN ENGINEERING

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METROPOL PARASOL ADVENTURES IN ENGINEERING METROPOL PARASOL ADVENTURES IN ENGINEERING

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Class 3 Class 2

kmod = 0,7 kmod = 0,9

kmod Load bearing capacity depending on service class

kdef creep depending on service class

Class 3 Class 2

kdef = 2,0 kdef = 0,8


2007 2005 2008


2010



Check Connection

Calc finished

Input Timber Data (All timber with e=68mm)

Input Connection (All at minimum weight)

Iterative Struct. Calc

Check Not OK

Upgrade Timber Width / Connection Update Resistance

Upgrade with Steel Truss if need be Update SW and DL’s

Check OK

Input FFM

ARUP calc

ARUP Iteration

Fk,max < FSLS ?




© JL



Questions?

This concludes The American Institute of Architects Continuing Education Systems Course

Jan-Peter Koppitz Ove Arup & Partners [email protected]

copyright · pdf filejan-peter koppitz ove arup & partners [email protected] ....

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