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Composite Deck Design Handbook By Sdi Online카테고리 없음 2020. 2. 20. 22:05
Resolved issue where Optimized Solutions were not generating PDF submittal reports. 4.0.0 Released on March 21, 2017 The Steel Deck Diaphragm Calculator provides diaphragm shear strengths of a steel deck when using Simpson Strong-Tie Strong-Drive screws.
The Diaphragm Capacity Tables calculator can be used to develop a table of diaphragm capacities based on the effects of combined shear and tension. The shear strength tables can be generated in Nominal or LSD for wind and seismic applications. The tables can be generated in metric or imperial units and the PDF output can be created in English or French. The tables are calculated based on Steel Deck Institute (SDI) Diaphragm Design Manual, Third Edition (DDM03). The program requires minimal input to generate these tables, Below are some of its features:. Generate tables for any Simpson Strong-Tie support or side-lap fastener combination.
Create custom tables for roof or floor deck with any support fastener pattern chosen. Accounts for wind uplift demand.
Choose the first deck span in the table; total of 10 deck spans are shown in increments of 6 in (150 mm) from the minimum span chosen. Produce custom tables for floor decks with any typical fill type. Create tables based on number of side-laps or choose side-lap spacing. LSD tables per CSA S136. XLQ length is fixed to be 1 1/4' (not 1 1/2'). 3.0.0 Released on July 30, 2014 The app offers optimized steel deck design solutions based on cost or labor for a given shear and uplift. It makes calculations for any solution generated and produces a submittal package that includes fastener information, code reports, Factory Mutual reports, Appendix VII of DDM03, coating information and tools for installation.
2.0.0 Released on April 8, 2013 Provides tables of diaphragm shear strengths of a steel deck when using Simpson Strong-Tie screws. Detailed calculations can be accessed by clicking the desired diaphragm capacity link in the output table. The tables can be developed for combined shear and tension as required by Section 4.10 of the 3rd edition of the Steel Deck Institute Diaphragm Design Manual.
1.0.0 Initial Release, October 11, 2012. Updated 7/11/14 PLEASE READ THIS WEBSITE APPLICATION LICENSE AGREEMENT ('AGREEMENT') BEFORE ACCESSING OR USING THE APPLICATION. ACCESSING THE APPLICATION INDICATES YOUR ACCEPTANCE OF THE FOLLOWING TERMS AND CONDITIONS. IF YOU DO NOT ACCEPT THE TERMS AND CONDITIONS OF THIS AGREEMENT, YOU MUST NOT ACCESS OR USE THIS APPLICATION. IN ADDITION TO THE TERMS AND CONDITIONS EXPLAINED BELOW, WHICH APPLY TO YOUR USE OF THE APPLICATION, YOUR USE OF THIS WEB SITE IS GOVERNED BY AND SUBJECT TO THE TERMS AND CONDITIONS OF THE AND OUR. PLEASE REFER TO THE COMPANY'S AND OTHER INFORMATION AVAILABLE ON THIS WEB SITE FOR ALLOWABLE LOADS, CORRECT COMPONENT SPECIFICATIONS, CORRECT FASTENERS, INSTALLATION INSTRUCTIONS, THE TERMS AND CONDITIONS OF SALE, BUILDING CODE EVALUATION REPORT LISTINGS AND OTHER IMPORTANT INFORMATION ABOUT THE COMPANY'S PRODUCTS.
TO OBTAIN A COPY OF THESE CATALOGS OR IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR SIMPSON STRONG-TIE REPRESENTATIVE OR WRITE OR CALL THE COMPANY AT: SIMPSON STRONG-TIE COMPANY INC. LAS POSITAS BLVD.
PLEASANTON, CA 94588 (800) 999-5099 Limited License Subject to the terms and conditions of this Agreement, Simpson Strong-Tie Company Inc. ('Company') grants you a limited, non-exclusive, personal, nontransferable, nonsublicensable right and license to access and use the Application. No other right or license of any kind is granted by Company to you with respect to the Application. VERCO® Deck Diaphragm Capacity Tables with Strong-Drive® XM Medium-Head Metal Screws. Diaphragm tables for Verco's PLB-36 deck profile attached with Strong-Drive XM Medium-Head Metal Screws and Verco Sidelap Connection 2 (VSC2) using the PunchLok II Tool. Diaphragm capacities are calculated based on Steel Deck Institute's Diaphragm Design Manual and have been confirmed with full-scale diaphragm testing. Strong-Drive XM Medium-Head Metal Screws specifically designed for the narrow flutes of interlocking B deck profiles commonly found in the western US.
Enter applicable wind uplift pressure in psf. For shear only tables, do not enter a value. Net uplift is considered in the same format as the selected “Load values in”.
For example, if “Load Values In” is selected as “ASD Wind”, then the “Net Uplift” load entered is also considered as “ASD Wind” load. Similarly if the user selects “Load Values In” option as “Nominal”, then the “Net Uplift” load entered is also considered as “Nominal” load. For Combined Shear and Uplift, MWFRS level loads may be appropriate as the shear would be MWFRS level of force. For Components and Cladding, the uplift load can be checked independently without entering shear load.
Total Slab Gage Maximum Unshored Clear Spans Normal Weight Concrete (145 pcf) Superimposed Live Loads - Studs @1'-0' o.c. Single Span Double Span Triple Span Span - Feet and Inches Area Conc. Total Slab Gage Maximum Unshored Clear Spans Lightweight Concrete (110 pcf) Superimposed Live Loads - Studs @ 1'0' o.c. Single Span Double Span Triple Span Span - Feet and Inches Area Conc. All steel to be used in Cordeck composite floor deck will be galvanized, prime painted, or a combination of the two. Prime Painted. Composite deck shall receive one coat of standard gray primer paint over cleaned and pretreated steel.
The primer coat is intended to protect the steel for only a reasonably short period of exposure, in normal atmospheric conditions, and shall be considered an impermanent and provisional coating. Field painting of prime painted material is recommended especially where the deck is exposed.
Galvanized. All steel shall be coated to conform to ASTM A924 G-60 or G-90 or to Federal Specification QQ-S-775. Galvanized finish in G-60 or G-90 coating is desirable in high moisture atmospheric conditions. Cordeck shall not be responsible for the cleaning of the underside of steel deck to ensure bond of fireproofing. Adherence of fireproofing material is dependent on many variables.
The adhesion ability of fireproofing materials is the responsibility of the fireproofing applicator. Accessories.
Cordeck can supply end and side closures, pour stops, deck plates, rubber cell closures, screws, and other accessories needed to complete the project. Cordeck steel deck shall be installed by qualified and experienced workers.
Deck installation drawings shall be submitted to the project architect and engineer for approval prior to the manufacture of materials. Deck shall be placed in accordance with approved erection drawings. Deck sheets shall be butted over supports. End bearing: install deck ends over supports with a minimum end bearing of 1-1/2” or as indicated on erection drawings. Each deck unit shall be placed on supporting steel framework and adjusted to final positions before permanently fastened. Do not use unfastened deck as a working platform or storage area.
Composite Steel Deck Design Manual
Cutting of openings through the deck and all skew cutting shall be performed in the field. Openings not shown on the erection drawings such as those required for stack, conduits, plumbing, vents, etc., shall be cut, and reinforced if necessary, in accordance with SDI. Floor deck sheets and accessories shall be attached as soon as possible and all sheets and accessories shall be attached at the end of each working day. Electric arc welding is the best and most economical method for attaching composite deck sheets to structural supports. Welder shall follow close to the placement crew.
All welds are to be made from the top of the deck down through the bottom flange of the ribs. Welds shall penetrate and attach all thicknesses of material to the structural supports. Deck panels are to be fastened to all supports at 12” on center maximum with not less than 3/4” diameter arc spot welds. At deck butt joints, both sheets are to be fastened. Deck panels with spans greater than 5 feet shall have side laps and perimeter edges. Puddle welds shall be at least 5/8” diameter or elongated puddle welds with an equal perimeter.
Composite Deck Design Handbook By Sdi Online Payment
Fillet welds, when used, shall be at least 1” long. Attachment must be determined by the designer as part of the overall building design process. Values given in this document are adequate in most cases. Protect steel deck from corrosion, deformation, and other damage during storage, handling, and installation.
Deck not promptly erected shall be stored off the ground, with one end elevated to provide drainage. Bundles must be protected against condensation with a ventilated waterproof covering. Deck should always be protected from snow and salt. Bundles must be stacked so there is no danger of shifting or material damage. Bundles must be checked for tightness, and retightened as necessary. Deck bundles on the building frame must always be placed near a main supporting beam, at a column, or a wall. In no situation are the bundles to be placed on unbolted frames or on unattached and unbridged joists.
The structural frame must be properly braced to receive the bundles. Prompt lead times are our specialty. All orders are promptly produced and shipped to meet your on-site specifications. Project management and engineering services are offered by Cordeck’s full, expert, in-house engineering and detailing services to assure optimal planning and design. Our experienced engineers and technicians provide individual customer service and attention to detail from concept to completion. SDI Membership by the manufacturer guarantees product quality in accordance to the Steel Deck Institute (SDI). On-spec, guaranteed quality.
Our production staff are true craftsmen, not just interested in getting the job done, but in doing it perfectly. Form spans shown in the table are maximum unshored clear span lengths based on Load and Resistance Factor Design (LRFD) rationale. Form loading is based upon the SDI form span criteria that allows for the sequence of construction live loading that usually occurs during the construction phase with the placement of wet concrete by construction workers. This form span loading is represented by combinations of uniformly applied dead load and 20 psf construction load or uniformly applied dead load superimposed with 150 lb. Mid-span concentrated load. Superimposed uniform live loads shown in the tables are based on the SDI Composite Deck Design Handbook employing LRFD rationale.
Composite deck slabs are single span condition with the deck serving as the positive reinforcing for the slab. Research has shown that the presence of shear studs for composite beam design influences the moment capacity of the composite deck system. When the number of shear studs present are of sufficient quantity, the composite deck slab can achieve its full ultimate moment capacity. Welded wire fabric 1” below top surface of slab is recommended. If welded wire fabric is not used, the superimposed live loads in the following tables should be reduced by 10%.
