By Jay O. Glerum M.A. B.A.

ISBN-10: 0809327414

ISBN-13: 9780809327416

Succinct and jargon unfastened, Stage Rigging Handbook continues to be the single booklet in any language that covers the layout, operation, and upkeep of stage-rigging apparatus. it's written in an at-a-glance define shape, but comprises in-depth info to be had nowhere else. This absolutely listed 3rd version contains 3 new elements: the 1st, an evidence of inspection systems for rigging platforms; the second one, a dialogue of educating within the operation of rigging platforms; and the 3rd, crucial information regarding the operation of fireplace curtains. the remainder six components, in addition to the thesaurus and bibliography, were up-to-date. This variation additionally includes a new preface, many new illustrations, and increased info on Nicopress terminations.
Glerum explains that 4 major rules make up the center of this e-book: be aware of the rigging method; continue it in secure operating order; know the way to take advantage of it; and preserve your focus. Glerum applies those rules to the entire significant kinds of level rigging platforms, together with block and take on, hemp, counterweight, and motorized. He describes every one form of rigging, then completely studies the working methods and techniques of examining latest systems.

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Additional resources for Stage Rigging Handbook, Third Edition

Example text

5 lb. 5 lb. × 4 = 250 lb. HFl = HFr = 250 lb. 2. Moment Method If a vector diagram is not constructed, and the value for the weightper-unit is not found, the moment theorem, ∑M = 0, requires 24 some modification for finding the vertical forces. The following section will derive and illustrate the formulas. (Vl × P) VFl = ––––––––– (Vl + Vx ) Without a vector diagram, the value for Vx is not known. Using the similar-triangle formula and substituting (Vr × Hl) ÷ Hr for Vx in the VFl formula, (Vl × P) VFl = ––––––––––––– Vl + (Vr × Hl ) –––––– Hr [ ] To simplify the equation, both sides are multiplied by Hr ÷ Hr.

4 × 8 × 500) Tl = ––––––––––––––– [(5 × 8) + (4 × 6)] Tl = 400 lb. 5 lb. Summarizing the formulas, (Vl × Hr × P) VFl = –––––––––––––––––– [(Vl × Hr ) + (Vr × Hl )] (Vr × Hl × P) VFr = –––––––––––––––––– [(Vl × Hr ) + (Vr × Hl )] (Ll × Hr × P) Tl = ––––––––––––––––––– [(Vl × Hr ) + (Vr × Hl )] (Lr × Hl × P) Tr = ––––––––––––––––––– [(Vl × Hr ) + (Vr × Hl )] F. Ratio of Horizontal to Vertical Distance Changing the ratio of horizontal to vertical distance for the hanging points has an effect on the bridle tension and the horizontal forces on the hanging points.

5 in. 2). When all of her weight is on that one heel, the compressive stress on the area of the floor where she puts her heel at the moment is 120 lb. 25 in. 2 As the construction of a tall building is completed, more and more material is added to the structure, increasing the weight that the building supports. The building compresses and actually gets shorter. Engineers must take this compression into consideration when designing the structure. Stress can be caused by either tensile or compressive forces.

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Stage Rigging Handbook, Third Edition by Jay O. Glerum M.A. B.A.

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