By Radomir Zavadil
;Vojenske automobily Tatra v letech 1918 az 1945: nakladni a specialni automobily / Tatra army autos from 1918 to 1945: vehicles and certain automobiles ВОЕННАЯ ИСТОРИЯ,ТЕХНИКА Название: Vojenske automobily Tatra v letech 1918 az 1945: nakladni a specialni automobily / Tatra army automobiles from 1918 to 1945: vehicles and distinct VehiclesАвтор: Radomir ZavadilИздательство: JakabISBN: 8087161033Год: 2008Страниц: 84Формат: PDF в RARРазмер: 68.15МБЯзык: английскийTatra is a car producer in Koprivnice, Czech Republic. Tatra is the 3rd oldest motor vehicle maker on this planet after Daimler Mercedes-Benz and Peugeot. This e-book covers the improvement and utilization of army vehicles and targeted autos outfitted by way of the Tatra corporation from 1918 - 1945. The ebook includes black and white and color photos, line drawings.Czech/English text.Скачать: Depositfiles UploadingHotfile zero
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Additional info for Vojenske automobily Tatra v letech 1918 az 1945: nakladni a specialni automobily / Tatra military vehicles from 1918 to 1945: Trucks and Special Vehicles
L M2 M1 Fig. 10 Continuous beam with stronger end span: (a) Splice at point of contraflecture; (b) Illustrating the consequencesofa splice at the support. 30 Plastic Design to BS 5950 splice at the penultimate support, it must be appreciated that the plastic hinge at the support will form in the weaker span, as shown in Fig. 10(b). The design calculations must be amended to take account of this. (4) Adjust the length of the end bay (L1) relative to the internal bays (L2). This will occasionallybe possibleand, when it is, it provides a neat solution.
24 Frameto be analysed. 20 A 5A Fig. 25 Beam mechanism. 3, it is reasonably obvious that the correct collapse mechanism is a beam mechanism and that the load factor can be readily calculated using Fig. 25. 13 The bending moments in the beam are fixed by the collapse mechanism but, in order to draw the bending moment diagram at collapse, it is necessaryto know the bending moments at both A and E. However, the frame is not statically determinate at collapse, and these moments cannotbe determined uniquely.
3 (Fig. 7 4? 4 6m I 6m 6m 1 Fig. 7 kNm. This can be confirmed by finding any bending moment which satisfies: D all independent equilibrium equations; Li the mechanism condition found above; the yield condition (the full plastic moment is nowhere exceeded). Becausethe mechanismfoundhas only threeplastic hingescompared with the seven required for complete collapse, this is tricky. The information available at this stage is summarised in Fig. 43. We first note that there are = 10 critical sections where plastic hinges may form (numbered on Fig.