TM – Free ebook download as PDF File .pdf), Text File .txt) or read book online for free. STRUCTURES TO EFFECTS OF ACCIDENTAL. TM () Design of Structures to Resist the Effects of Accidental Explosions. Technical Manual, US Department of the Army, Washington DC. 26 Apr When first published in , TM (Department of the Air Force, ) represented the state-of-the-art in the analysis and design of blast.
|Published (Last):||6 October 2010|
|PDF File Size:||6.94 Mb|
|ePub File Size:||19.42 Mb|
|Price:||Free* [*Free Regsitration Required]|
Revision 1, published inupdated and expanded the manual to tm 5-1300 structural steel, masonry, and other materials. Department of Energy, Amarillo, Texas, November Constructability guidance will be tm 5-1300 to aid engineers in reducing the cost of often complex, blast resistant structures.
TNT equivalencies of explosives and propellants. New sections are planned on innovative, cost effective materials; applicability and limitations tm 5-1300 blast design software; and retrofit of existing structures. Although some of this data updates the information contained in the manual, most of it deals with topics not covered initially. Angle of Incidence – Will tm 5-1300 replaced by new curves for pressure and impulse variation. This data which was previously tm 5-1300 to as ”TNT Equivalency” will now be referred to as Equivalent Charge Weight with the effect produced by the variation of tm 5-1300 material referred to as TNT equivalency.
Organization tm 5-1300 Coirmittees Figures 1 and 2 show an organization chart of the various institutions and individuals involved in the revision and update of the Tri-Service Manual. Blast environment within structures due to explosions outside the tk. The functions and activities of the various committees set up to oversee the revision of the manual will be presented.
Since 5-130 development and incorporation into the manual inadditional theoretical and empirical information has become available, some of it published in the manual tk by Southwest Research Institute SWRI for the Department of Energy ref. One such example is the effect on explosive output due to shape of explosive and number of charges.
Overturning of structures subjected to blast loads. They will also review the revised manual at the 50 percent stage of tm 5-1300 and the final draft.
Structures to Resist the Effects of Accidental Explosions (TM , NAVFAC – Google Books
Conclusions The revision and update of the manual will be tm 5-1300 by the end of By then, it is anticipated that the five volumes that constitute the manual will contain 5-3100 most recent data available in the area of protective design.
Based primarily on tm 5-1300 tests of reinforced concrete walls, the manual provided a comprehensive introduction to the blast design process including load calculation, dynamic analysis, structural design, and detailing. Additional information will include, but not be limited to, below ground concrete cubicles, single-revetted barricades tm 5-1300 response of flat slabs to pressure-time loadings.
The listing of the highly specialized programs i.
tm 5-1300 Multiple explosion sources, simultaneous and sequential detonations. They meet every four months to identify new technological tm 5-1300 and to recommend appropriate revisions. Data will also be provided on safe separation distances between explosive items, blast-resistant 51-300 of glass windows and frames, and earth-covered magazines, etc.
Standard: NTIS – ARMY – TM 5-1300
Their responses have been taken into account in order that the final manual will satisfy the needs of the various users. Primary fragment penetration and 5-300 fragment impact. Tm 5-1300 volume will contain tm 5-1300 new information.
The manual presents procedures for determining the blast effects resulting from an tm 5-1300 explosion and also techniques for the design of reinforced concrete structures which tm 5-1300 provide tm 5-1300 for personnel, equipment and other explosive items.
Design criteria for steel elements and structures will be provided, together with results of tests performed on pre-engineer ed and strengthened steel buildings. The revision of the manual and the addition of newly developed technology will greatly improve this important document.
This section will include the revisions of the first four chapters of the present manual and also additional tm 5-1300 such as the effect of charge shape on pressure output, and multiple explosion effects.
The Steering Committee will periodically review the revision of the manual. Full containment and below ground cells and single-revetted barricades.
TM – RadioNerds
Besides the revision of other tables and tm 5-1300 in tm 5-1300 manual, some topics have to be updated appropriately. Thi3 information has brought about the urgent requirement for revising the manual.
Ym of structural steel buildings. Ground-Scaled Distance – The existing curves in the manual are out-dated and will be replaced.
They show the variations of pressures, impulses, velocities and other parameters of shock waves with scaled distances based upon tests performed with TNT. Format of Revised Manual To account for the addition of much needed information tm 5-1300 as that outlined in the preceding sections, the revised manual will be divided into five tm 5-1300. Design of reinforced concrete flat slabs, beam and column. These studies will be reviewed and the topics pertinent to the subject of the manual will be incorporated.
Kingery of the Ballistic Research Laboratories BRLand these new curves will be incorporated in tm 5-1300 revised version of Figures and figs.
It is hoped that the division of the revised tm 5-1300 updated manual into five volumes will allow for a detailed and tm 5-1300 presentation of the various topics in this highly complex field of blast design. Find a library where document is available. Sincethe increased computational capacity of mainframe and personal computers has revolutionized both conventional and blast resistant design. The revision will be written to retain its open distribution, thereby providing an invaluable source of information to both government and 5-13000 sector engineers.
Memos have been sent out to various Division Engineers and Commanders tm 5-1300 the Army, Navy and Air Force asking tm 5-1300 to identify any shortcomings of the 5-100 manual. The bulk of the tm 5-1300 in this volume will constitute the revised tj from Chapters 5, 6 and 7 of the present manual. Leakage pressures due to venting. Chapter 10 of the current t will be revised in this volume.
References will be provided in each volume in the event that additional information in any particular topic is required. Sep 20 1: