Floor Slab – Floor Beam – Girder – Column Schematic 8 Building Live Load Reduction Recognizing that the probability of supporting a large‚ fully loaded tributary area is small; building codes permit reductions in the standard (L0) design live loads when the influence area (AI = KLLAT) is larger than 400 ft2 (37.2 m2) as given in the following formulas: 9 ⎛ ⎞ 15 L = L0 ⎜ 0.25+ ⎜ KLL AT ⎠ ⎝ US Units ⎛ 4.57 ⎞ L = L0 ⎜ 0.25+ ⎜ KLL AT ⎠ ⎝ SI Units L ≡
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“Design of 400/220kV Sub-station” S.M. MUJUMDAR 27th April 2005 Mumbai General Manager (sub-station Engineering) Jyoti Structures Ltd.‚ Agenda Overview of 400kV sub-station Design Process Design considerations Question / Answer Imp. considerations in substation design Safety of personnel and equipment Reliability and Security Adherence to Statutory obligations – I.E. rules‚ Environmental aspects Electrical design considerations
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Unit 12 Eco Selection: the eco audit tool Unit 13 Advanced Eco design: systematic material selection Unit 14 Low Carbon Power: Resource Intensities and Materials Use Special Topics Unit 15 Architecture and the Built Environment: materials for construction Unit 16 Structural sections: shape in action Unit 17 CES EduPack Bio Edition: Natural and man-made implantable materials Unit 18 Materials in Industrial design: Why do consumers buy products? Advanced Teaching and Research
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The company has hired a group to audit workplace conditions‚ the Fair Labour Association or FLA‚ as a result of the issues raised‚ the group reported that Foxconn addressed several workplace concerns‚ such as enforcing ergonomic breaks‚ changing the design of workers’ equipment to guard against repetitive stress injuries‚ and updating maintenance policies to ensure equipment is working properly‚foxconn has not been able to succeed in forming a job rotation policy in the company‚ as reports provided
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Purpose Translate the logical description of data into the technical specifications of storing and retrieving data. * Goal Create a design for storing data that will provide adequate performance and ensure database integrity‚ security and recoverability. Basically‚ the primary goal of physical database design is data processing efficiency. * Physical Design Process Inputs such as normalized relations and estimation of their volume; definitions of each attributes; expectations and requirements
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Erika Goodman Natural Designs 1. What types of decisions must Jim McMaster make on a daily basis for Natural Designs to run smoothly? What kind of decisions must he make on a long-term basis? Short-term Decisions Depending on sales volume Jim has to decide how many orders need to be satisfied daily‚ which includes production and distribution of the products to customers. As orders are received and updated real-time with the help of the internet‚ daily production targets should
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with no previous woodworking experience or other skills. One nurse. One schoolteacher. One bookkeeper. Three people with some managerial experience in nonmanufacturing settings. Mr.Woody (with your help) must now decide how to design his new organization. This design will include the management structure‚ pay system‚ and the allocation of work to individuals and groups. The bar stool–making process has 15 steps: 1. Wood is selected. 2. Wood is cut to size. 3. Defects are removed. 4. Wood is
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The Design Brief The McGrath foundation has given me the opportunity to host a high tea in memory of the cofounder Jane McGrath and anyone who has lost their battle to breast cancer. The tea is set to commence on the 15th of May‚ I am hoping to encourage the small community to get actively involved. Each year around Australia high teas are set up to honor and remember anyone who has lost their battle‚ the day is also about having a good time and donating to the foundation to help raise money to
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STEEL BEAM DESIGN Laterally Unrestrained Beam Dr. A Aziz Saim 2010 EC3 Unrestrained Beam 1 Non-dimensional slenderness Beam behaviour analogous to yielding/buckling of columns. M Wyfy Material yielding (in-plane bending) MEd MEd Elastic member buckling Mcr Lcr 1.0 Dr. A Aziz Saim 2010 EC3 Non-dimensional slenderness Unrestrained Beam LT 2 Lateral torsional buckling Lateral torsional buckling Lateral torsional buckling is the member buckling mode
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Designing a Web Now that you are familiar with how FrontPage 2000 works‚ you can get started on your Web site. In this chapter you begin by designing your school Web site. When you have a blue print in place‚ managing the site is much easier in the long run. Although you can always return to a Web site and arrange pages after you have finished creating the site‚ you may find it easier to manage the Web site if you plan ahead. You also want visitors to your site to be able to
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