2024-08-01T05:24:51-04:00 2024-03-31 990PF 2023-04-01 812063837 MAGNUSSON KLEMENCIC ASSOCIATES FOUNDATION % Ron Klemencic MAGN 2062921200 1301 5TH AVE STE 3200 SEATTLE WA 981012614 William Christopher Director 2024-08-01 2023 2024-08-08 14:25:15Z X 722629 X 90500 27775 27775 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118275 27775 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3698 0 0 0 3737 39 0 0 142457 142457 146194 39 0 142457 -27919 27736 0 35985 95291 95291 714563 627338 627338 0 0 0 0 0 0 0 0 0 0 0 0 0 750548 722629 722629 0 0 0 0 0 0 0 0 0 0 0 0 0 X 750548 722629 0 0 750548 722629 750548 722629 750548 -27919 722629 722629 386 386 386 0 0 0 386 0 0 false false false 0 0 0 false false false false true true false false true false false true mkafoundation.org Magnusson Klemencic Associates 2062921200 1301 5TH AVE STE 3200 SEATTLE WA 981012614 false false false false false false false false false false false false false false false false false false false false false Ronald Klemencic C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 President 1.00 0 0 0 Bill Christopher C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Treasurer 1.00 0 0 0 Robert Baxter C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Abby Van Harpen C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Beatriz Arostegui C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 Russell Larson C/0 MAGNUSSON KLEMENCIC ASSOCIATES 1301 FIFTH AVENUE SUITE 3200 SEATTLE WA 98101 Director 1.00 0 0 0 See Supplemental Info Part XIV - Line 3a 0 686502 0 686502 0 0 686502 10298 676204 33810 33810 386 0 386 33424 0 33424 0 33424 142457 0 0 0 0 142457 33424 0 148415 170783 176617 68330 166330 730475 142457 0 33424 109033 839508 0 0 0 0 148415 691093 170783 176617 68330 166330 109033 None None MKA Foundation 1301 5TH AVE Suite 3200 SEATTLE WA 98101 2062921200 BCHRISTOPHER@MKA.COM Research Topic Application: Topic How the research will meet the mission of the foundation and need of the industry proposed research dissemination plan principal investigator industry support proposed timing funding request contact information. None Must support the mission of the Foundation Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF RGA 01-21 Ordinary structural walls subjected to wind and seismic loading protocols: this research involved large scale testing on ordinary reinforced concrete walls with c-sharped and rectangular cross-sections to develop performance-based wind design recommendations for ACE Committees 375 and 318. 25000 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF RGA -5-22 Performance based structural fire design for authorities having jurisdiction officials: this project will develop educational training materials to introduce AJH to the topic of performance-based structural fie design pbsfd. These materials will assist AHJ to gain an understanding of the goals objectives fire scenarios thermal and structural analyses for pbsfd. After completing the training ahj will be able to review pbsdf designs along with their assumptions limitations can caveats. They will be able to effectively manage relationships between the engineering team and the peer review panel and make final decisions based on buildings codes for steel concrete masonry and wood structures. The educations materials will include slides recorded presentations guideline documents recordings of live workshops seminars and discussions by expert panels in the field of structural fire engineering fire protection engineering and performance-based design. 25000 University of Michigan Box 223131 Pittsburgh PA 22101 No Relationship PC A-101.3 This research project looks to advance Methods for the Efficient Estimation of the Reliability of Post-Elastic High-Rise Wind-Excited Structures within a Performance-Based Design PBD for high-rise buildings. Professor Seymour Spence is the principal investigator and is quoted as follows: Current high-rise structural wind design is hampered by difficulties in efficiently modeling the post-elastic non-linear structural behavior of the system therefore leading to challenges in estimating the reliability of these systems against severe windstorms. This research seeks to define a new paradigm for solving this problem through the development of probabilistic dynamic shakedown frameworks for the inelastic analysis of wind-excited structures. These methods have the potential to provide tools that enable the rapid evaluation as compared to time-history integration of the post-elastic reliability of a wide class of high-rise structures." 29957 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF RGA #04-23 Steel Mass Timber Hybrid Diaphragms and Vibration: aims to investigate the diaphragm and vibration behavior of steel-cross laminated timber CLT floors. This research will catalyze innovation within the building construction field by enabling efficient and effective designs of steel-CLT floors. Steel-CLT buildings are currently being constructed throughout the US. However the existing design guides for diaphragm and vibration design have not been developed through experimental data. Therefore the design of steel-CLT buildings may be overly conservative. 50000 Charles Pankow Foundation 1390 Chain Bridge Road Suite 700 McLean VA 22101 No Relationship PF Foundation Mats with High Strength Steel Reinforcement #01-19: The research aims to 1 obtain additional data for a deep member with high-strength longitudinal reinforcement and without shear reinforcement thereby providing additional data for very deep members that can inform the ACI 318 one-way shear equations for very deep members with low flexural reinforcement ratio. 2 obtain data for a soil-supported deep member to address the question of whether there are fundamental differences between the behavior of soil-supported deep beams and simply supported deep beams. 12500 142457 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2775 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2775 0 0 2775 false false false false false false false false false false X X 1 Magnusson Klemencic Associates Inc 1301 5TH AVE SUITE 3200 SEATTLE WA 98101 85000 X 2 Rowan Williams Davies Irwin Inc 600 Southgate Drive Guelph Ontario CA N1G 4P6 5000 X In accordance with the Revised Code of Washington 19.09.075 clause 3 organizations are not required to file the Form with the Attorney General in the State of Washington. The requirement is that organizations must simply make the Form 990 available upon request. Bank fees board stipend 3698 0 0 0 Magnusson Klemencic Associates Inc 1301 Fifth Avenue Suite 3200 Seattle WA 98101 Investment income tax 39 39 0 0