Design Study - Submissions Structure? - [pushpullbar]2

Forum  |  www.pushpullbar.com | Oct 6, 2009

I am curious how other Universities structure their design studio assesments? I am curious how you are marked. Here at UTS, in Sydney, they have just changed the marking structure. The new structure sucks.

http://www.pushpullbar.com/forums/general-chit-chat/11580-design-study-submissions-structure.html

ADAPT Discussion Forum • View topic - Modeling shear wall support on plane slab

I do not see any difficulty in modeling a rectangular shear wall supporting a slab. Be more specific to enable me being of help to you. Which program do you use and what do you intend to achieve.

http://www.adaptsoft.com/forum/viewtopic.php?p=91&sid=0cb15f842b28e3d9cb8563359a8c0f56

Experts pronounce on post-September 11 building design - Irish Architecture Planning Forums

A task force of leading building industry experts has met to discuss the emergency performance of buildings following the destruction of the World Trade Centre.

http://www.archiseek.com/content/showthread.php?s=aca65cafcc8515add47db175c94292b8&t=590

AECB The sustainable building association - AECB Forum

Towards 6* Energy Rated Sustainable Homes – Wednesday 21 May 2008 Product Development Centre, Innovation Centre, Hastings This one-day seminar will provide an overview of the energy related criteria for the Code for Sustainable Homes.

http://www.aecb.net/forum/index.php?topic=1472.0

ADAPT Discussion Forum • View topic - service check and cracks

I am looking for your guidance in designing PT slab at serviceability condition. When the tensile stress at the extreme fibre exceeds design tensile strength of concrete, should the section be designed as uncracked section?

http://www.adaptsoft.com/forum/viewtopic.php?f=3&t=12&sid=602549e6f84e9ff5d260db8f99e46c80

ADAPT Discussion Forum • View topic - which class 1,2 or 3

BS8110 allows you to design a two-way slab using class 1, 2 or 3. The maximum allowable stress for class 3 (cracked section) is 0.25*fcu, where fcu is the 28 day cube strength. Tension stresses for SLS may not exceed this value.

http://www.adaptsoft.com/forum/viewtopic.php?p=39&sid=e51770569ac2f325663920b42917717a

ADAPT Discussion Forum • Information

Building Design | Bridge Design | Design Consulting | About Us | Purchase | What's New | Contact Privacy Policy | Copyright © 2008 ADAPT Corporation All Rights Reserved.

http://www.adaptsoft.com/forum/viewtopic.php?f=3&p=312&sid=da678720eab30511912d330c181b8c4e

ADAPT Discussion Forum • View topic - Crack Width Calculation

Dear All, does anyone knows how can i calculate the crack width in PT slabs ? i found in the appendix B of the BS 8007 a calculation for crack width but it seems to be for reinforced concrete. can i include to that method the effects of the tendons ? modification of the lever arm ..

http://www.adaptsoft.com/forum/viewtopic.php?f=3&t=38&sid=8fcf0030936d4eb66641a857f3b8245e

ADAPT Discussion Forum • View topic - Analysis results in Floor Pro

I am using adapt builder 3.10 version pls help me for understands analysis results. I model a RC floor. In my model only have vertical load. I view analysis of axial force (tension positive) in beam action.

http://www.adaptsoft.com/forum/viewtopic.php?f=3&t=43&sid=4b51bde35d15f755a3234a01e90d2a1f

ADAPT Discussion Forum • View topic - Modeling L-Shapped Beams

ADAPT-PT allows you to model, analyze and design L-shaped sections. In the geometry screen, you need to select the (I/L) section type. Enter the parameters of this shape to represent an “L.

http://www.adaptsoft.com/forum/viewtopic.php?f=3&t=17&sid=602549e6f84e9ff5d260db8f99e46c80