Aluminum Shoe Mouldings For Julius Blum Glass Railing Test Report Review

6m ago
11 Views
1 Downloads
4.19 MB
19 Pages
Last View : 14d ago
Last Download : 3m ago
Upload by : Harley Spears
Transcription

December 4, 2019 ALUMINUM SHOE MOULDINGS FOR JULIUS BLUM GLASS RAILING TEST REPORT REVIEW Project Summary The test program was conducted by Wiss, Janney, Elstner and Associates, Inc. in 1983 for aluminum shoe mouldings 1141 and 1142 for the Julius Blum Glass Railing System. These tests applied a load in 50-lb increments up to maximum concentrated loads of either 400 to 800 pounds depending on the test, with deflection readings taken at each load level. The loads were applied at approximately 42 inches from the reference floor surface. The test sections used were 4 feet in length. Per the 1983 test report, the worst-case deflection in the aluminum shoe moulding under the IBC minimum required 200lb load was 0.039 inches, measured at one half inch from the moulding top. Per the 1983 test report, “No significant dimensional change in the mouldings was observed which would indicate yielding of the material under the test load.” Therefore, the Julius Blum 1141 and 1142 aluminum shoe mouldings comply with all current code requirements for railing design. Julius Blum aluminum shoe mouldings are manufactured in the USA. A review of the 1983 Julius Blum Catalog and discussions with Julius Blum representatives have confirmed that the aluminum shoe mouldings tested in 1983 have not been altered in material, dimension or fabrication process. Per the letter dated July 13, 1999 by Estes and Associates, based on its dimensional properties compared with the 1142 moulding, the 1143 aluminum shoe moulding also would be expected to pass the testing. Alfred Benesch and Company has reviewed the test results dated January 13, 1983 (see attached) and as of December 4, 2019 have determined it to be in accordance with the following standards in effect at this time: 2018 IBC, ASTM E894 – 18, and ASTM E935 – 13. Project Scope The 1983 testing program evaluated the capability of the aluminum shoe moulding to meet the latest code mandated loadings set forth at the time by OSHA handrailing criteria. The Julius Blum aluminum shoe mouldings provide anchorage at the base of glass panels as a part of the overall glass railing system. The test was conducted by attaching the 4 foot segment of moulding onto a test bed. For the flush and surface mounted tests, the test bed was a section of concrete slab that was supported by timbers at each end and secured to the laboratory floor via anchor bolts. For the fascia mounted tests, the test bed consisted of steel angles which were bolted to the laboratory floor. To allow for testing up to 800 pounds, glass panels were replaced with half inch thick 4’x4’ steel panels for this test. Therefore, the deflections in the test may not be used to demonstrate expected deflections of the overall glass handrail system, but only the aluminum shoe moulding. Loads were applied at a height of approximately 42 inches above the top surface of the moulding using a threaded rod. Loads were measured using a spring scale for tests 1-4 and a calibrated load cell for all the other tests. Deflections were measured using dial gauges with accuracy to the thousandths of an inch. The test was performed in accordance with ASTM E935, Performance of Permanent Metal Railing Systems and Rails for Buildings. The 1983 testing procedure determined that a minimum of three specimens would be tested for each of the five mounting configurations in accordance with the recommendations of the ASTM specifications. Section 1607.8.1 of the 2018 IBC requires that handrails and guards be designed to support a concentrated load of 200 pounds, or a 50 pound per foot uniform load. Since the aluminum shoe moulding was tested for a length of 4 feet, the concentrated loading condition governed the testing. Julius Blum & Co. Inc. Aluminum Shoe Mouldings for Julius Blum Glass Railing Test Report Review

Per the 1983 test report, "No significant dimensional change in the mouldings was observed which would indicate yielding of the material under the test load." Therefore, the Julius Blum 1141 and 1142 aluminum shoe mouldings comply with all current code requirements for railing design. Julius Blum aluminum shoe mouldings are manufactured in the USA.

Related Documents:

Elevator Spare Parts Guide Shoe Geyssel ThyssenKrupp 134. Guide Shoe GEY NO: EL01TK1009 OEM: YJ-HF-06C Spec: GEY NO . Guide Shoe Guide Shoe Guide Shoe Guide Shoe Guide Shoe Guide Shoe Guide Shoe Elevator Spare Parts Guide Shoe Geyssel ThyssenKrupp OEM: YJ-HF-07 OEM: DX1B DX2 DX10A DX4 OEM: YJ-HF-01 with Oil Cup OEM: DX1B DX2 DX10A DX4 Spec .

Interior Wood Mouldings: Choose from our extensive selection of stock architectural mouldings, available in: Items ready to be shipped include base mouldings, casings, dowels and embossed mouldings. Special Order Mouldings: Virtually any profile can be run in any species. In addition to those listed above, Brenlo has available on request:

Bruksanvisning för bilstereo . Bruksanvisning for bilstereo . Instrukcja obsługi samochodowego odtwarzacza stereo . Operating Instructions for Car Stereo . 610-104 . SV . Bruksanvisning i original

AL Hex Cap Available in clear and black A20066-001 and -BK1 AL Hex Cap Aluminum Shoe is provided with EPDM Sealing Washer installed. A20065-001 AL Shoe C10006-001 Sealing Washer Aluminum Shoe (for metal roofs) is provided with EPDM Sealing Washer installed. A20051-XXX AL Shoe C10007-001 Sealing Gasket 5/16 Stainless Steel Lag Bolts are

Mouldings Stair Parts Boards Exterior Millwork 2015 Midwest Edition. Combine and Design Beautifully Unique Built-Up Mouldings Table of Contents 7163 BASE L 45 Crown 1x6 BoArd 93 CovE 956w BACkEr BEAd L 300 ChAir rAiL 185 PAnEL MouLd L P815 BASE L P813 BASE L 210 ShingLE MouLd

ArchitecturAl Mouldings and Millwork BAeections s . 607 Woodward Street Rochester, Michigan 48307 248.651.9411 www.dillmanupton.com A R C H I T E C T U R A L M O U L D I N G S & M I L L W O R K DU3004 DU3005 DU3006 . IN-STOCK MOULDINGS IN OAK & POPLAR .

Analysing architectural mouldings with 3D object-independant metrics and encoding Jean-Yves Blaise, Iwona Dudek To cite this version: Jean-Yves Blaise, Iwona Dudek. Analysing architectural mouldings with 3D object-independant metrics and encoding. Y.Xiao, R.Mu oletto, T.Amon. IADIS International con-ference CGVCVIP2010, Jul 2010, Freiburg, Germany.

transactions would allow participants to enter in commercial bilateral transactions to find a counterparty that will assume the Capacity Supply Obligation (“CSO”) and mitigate exposure ‒Reliability can be improved by finding a counterparty in the bilateral window for a given season since in times of scarcity, in ARA3 the CSO may not be acquired by another resource . Current Rules 3 T