Downloads - RCSolver. How to Be Happier at Work: 10 Tips. Happiness--in your business life and your personal life--is often a matter of subtraction, not addition. Consider, for example, what happens when you stop doing the following 10 things: 1. Blaming. People make mistakes. So you blame them for your problems. But you're also to blame. Taking responsibility when things go wrong instead of blaming others isn't masochistic, it's empowering--because then you focus on doing things better or smarter next time.
And when you get better or smarter, you also get happier. 2. No one likes you for your clothes, your car, your possessions, your title, or your accomplishments. Sure, superficially they might seem to, but superficial is also insubstantial, and a relationship that is not based on substance is not a real relationship. Genuine relationships make you happier, and you'll only form genuine relationships when you stop trying to impress and start trying to just be yourself. 3. 4. Interrupting isn't just rude. Want people to like you? 5. 6. 7. 8. 9. 10. DesignToEurocodes.com. SCI interactive design tools. All Results. The Access Steel service has now been decomissioned.
If you were trying to search for content previously available through the service, please use one of the following links: EN For all the English language content go to: www.steelbiz.org FR For all the French language content go to: www.cticm.com et puis cliquer sur le lien OUTILS suivi d´ACCESS STEEL SE For all the Swedish language content go to: www.sbi.se CZ For all the Czech language content go to: steel.fsv.cvut.cz ES For all the Spanish language content go to: www.ascem.org PO For all the Polish language content go to: www.piks.com.pl. SCI interactive design tools. Online Structural Engineering Library. Energy dissipation of rc interior beam-column connection confined by lateral reinforcements, axial force, and column longitudinal reinforcements S.
Tajiri, Hiroshi Fukuyama, H. Suwada, F. Kusuhara, H. Shiohara. 2012. The 15th World Conference on Earthquake Engineering, Lisbon, Portugal, Paper No. 2159. Go Experimental study on beam-column joint of soft-first-story in RC building S. Design and construction of a full-scale 5-story base isolated building outfitted with nonstructural components for earthquake testing at the UCSD-NEES facility E. Plasterboard partitions seismic performance evaluation via shake table test G.
Performance of eccentrically braced framed buildings in the Christchurch earthquake series of 2010/2011 G.C. Performance evaluation of a seismically-isolated bridge structure with adaptive passive negative stiffness. Development of the self-centering sliding hinge joint. Behavior of SC wall lap splice anchorages A.H. Delivering London 2012: utilities. Offshore Training | OPITO MIST Minimum Industry Safety Training.
In an on-going commitment to improving the safety of individuals working offshore, a significant number of Offshore Companies have adopted the OPITO MIST - Minimum Industry Safety Training certification as their own minimum safety standard. It has fast established itself as mandatory for many individuals planning to work, or currently working in the UK offshore Oil, Gas and Renewable Energy industry. The OPITO MIST Training certification is now required by all individuals carrying out work offshore for any of the offshore companies that have adopted OPITO MIST as part of their minimum safety requirement, including: - Direct employees of the Offshore Company.- Employees of Offshore Contractors supplying offshore workers to the Offshore Company.- Self-employed sub-contractors of Offshore Companies and Offshore Contractors.
Here at ENG-CAD, we've seen an increase in the number of job applicants that ALREADY have OPITO MIST Certification and S-Cape Training Certification. Online Structural Engineering Library. Energy dissipation of rc interior beam-column connection confined by lateral reinforcements, axial force, and column longitudinal reinforcements S. Tajiri, Hiroshi Fukuyama, H. Suwada, F. Kusuhara, H. Shiohara. 2012. Experimental study on beam-column joint of soft-first-story in RC building S. Design and construction of a full-scale 5-story base isolated building outfitted with nonstructural components for earthquake testing at the UCSD-NEES facility E. Plasterboard partitions seismic performance evaluation via shake table test G. Performance of eccentrically braced framed buildings in the Christchurch earthquake series of 2010/2011 G.C. Performance evaluation of a seismically-isolated bridge structure with adaptive passive negative stiffness.
Development of the self-centering sliding hinge joint. Behavior of SC wall lap splice anchorages A.H. In-plane shear behavior of SC composite walls: theory vs. experiment A.H. Delivering London 2012: utilities. CAPSS Soft-Story Loss Study. How is Critical Section for Calculating Moment for Foundation Determined? According to ACI 318 15.4 at any section external moment is calculated by assuming a plane that passes through the footing vertically and moments are determined by using the forces over area of foundation on desired side of above vertical plane. Considering a plane, moment for maximum factored load of an isolated foundation can be determined-now question is where the vertical plane should be assumed.
The section where vertical plane have to place is called critical section. ACI 318 15.4.2 defines the location of critical section of isolated foundation by: a. In case of foundation supporting wall, pedestal or column of concrete-on face of wall, pedestal or column.b. In case foundation that supports masonry wall-on halfway between edge of wall and its middle.c. In case of foundation that supports a column having steel base plate-on halfway between edge of steel plate and face of column. CSC World - Structural Design Software | Building Design Software | Structural BIIM platforms. GoToWebinar : Webinars Made Easy. Award-Winning Web Casting & Online Seminar Hosting Software. Downloads - DesignToEurocodes.com. DesignToEurocodes.com - Simplified curtailment rules for slabs. In small to medium design projects there is no need to design the curtailment of bars in slabs using rigorous and time-consuming approaches.
In bibliography, there are numerous simplified rules to succeed curtailment, however the most reliable and accurate are these provided by the Concrete Centre's publication "How to design concrete structures using Eurocode 2". I tried to summarize these rules in the following figure! L: Effective Length lbd: Design Anchorage Length This simplified method is valid if the slab is subjected only to distributed loads, qk<=1.25gk and qk<=5kN/m2, where qk amd gk are the characteristic values of the variable and permanent distributed loads respectively.