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Author: Michael Manning Publisher: ISBN: 9781561633609 Category : Erotic comic books, strips, etc Languages : en Pages : 0
Book Description
His latest and greatest yet! Manning has pulled out all the stops to produce a book of incredible beauty and searing erotic power. Sasaya's surreal waking life grows more outrageous as dark visions of sexual enslavement by the Serpentine Sisters continue to intrude on her mind. During an afternoon spent walking their human pets, Shaalis reveals to Sasaya the story of Hir obsessive love affair with Squamata Serpentine and the strange origin of Squamata's twin Lichurna - and all this as a prelude to a bizarre cybernetic experiment powered by the sexual energy of Shaalis' concubines and the revelation of a traitor in the Garden's midst!
Author: Michael Manning Publisher: ISBN: 9781561633609 Category : Erotic comic books, strips, etc Languages : en Pages : 0
Book Description
His latest and greatest yet! Manning has pulled out all the stops to produce a book of incredible beauty and searing erotic power. Sasaya's surreal waking life grows more outrageous as dark visions of sexual enslavement by the Serpentine Sisters continue to intrude on her mind. During an afternoon spent walking their human pets, Shaalis reveals to Sasaya the story of Hir obsessive love affair with Squamata Serpentine and the strange origin of Squamata's twin Lichurna - and all this as a prelude to a bizarre cybernetic experiment powered by the sexual energy of Shaalis' concubines and the revelation of a traitor in the Garden's midst!
Author: Paul Kuhn Publisher: ISBN: Category : Mathematics Languages : en Pages : 34
Book Description
This report presents an explanation of the fundamental principles and a summary of the essential formulas for the design of diagonal-tension field beams, i.e., beams with very thin webs, as developed by Professor Wagner of Germany.
Author: G. Limpert Publisher: ISBN: Category : Buckling (Mechanics) Languages : en Pages : 22
Book Description
The present paper reports on experiments made to determine the buckling load under shear of circular curved tension-field webs. The buckling load of the webs may be expressed with reference to the buckling load of the stiffeners. It is found that within the explored range the buckling load is approximately twice as great as that of the identically stiffened flat wall of equal web depth.
Author: Michael Manning
Author: Michael Manning
Author: United States. National Advisory Committee for Aeronautics
Author: 
Author: Paul Kuhn
Author: United States. Patent and Trademark Office
Author: United States. National Advisory Committee for Aeronautics
Author: United States. National Advisory Committee for Aeronautics
Author: G. Limpert
Author: United States. National Advisory Committee for Aeronautics
Author: