25 kn in pound
[DOC File]Set #1 - CCSF
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Answer: FCE = 4.00 kN T FDE =1.300 kN T FDF = 4.50 kN C 2. A Howe scissors roof truss is loaded as shown. Determine the force in members GI, HI, and HJ. Answer: FGI = 16.22 kN T FHI = 1.000 kN T FHJ =17.33 kN C 3. Determine the force in members AF and EJ of the truss shown when P = Q = 2 kips. (Hint: Use section aa.)
[DOCX File]SECTION 03 30 00, CAST-IN-PLACE CONCRETE
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H.Form Ties: Develop a minimum working strength of 13.35 kN (3000 pounds) when fully assembled. Ties shall be adjustable in length to permit tightening of forms and not have any lugs, cones, washers to act as spreader within form, nor leave a hole larger than 20 mm (3/4 inch) diameter, or a depression in exposed concrete surface, or leave metal closer than 40 mm (1 1/2 inches) to concrete surface.
[DOC File]§1602 - ARE Forum
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Cold Bay 25 McGrath 70 Valdez 160. Cordova 100 Nenana 80 Whittier 300. Fairbanks 60 Nome 70 Wrangell 60. Fort Yukon 60 Palmer 50 Yakutat 150. For SI: 1 pound per square foot = 0.0479 kN…
[DOC File]Presto Products Company - Presto Geosystems
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The equivalent elastic stiffness shall be 48,000 pound-square inches (140 N-m2) when tested using simply supported Geoblock®5150 porous pavement unit loaded to 1 inch (25 mm) deflection. The joint shear strength shall be 20,000 pound-force (89.0 kN) when tested using direct shear of tabular connection using special apparatus. Dimensions:
[DOC File]Appendix D - U.S. Customs and Border Protection
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Quantity From Inch Pound Units To Metric Units Multiply By Mass. Ton (Long) T (Metric Ton)(lT = 1,000 Kg. 1.016 047 Ton (Short) T (Metric Ton) 0.907 184 74 Lb (Avdo) Kg 0.453 592 37 Oz (Troy) G 31.103 48 Length. Yd M 0.914 4 Ft M 0.304 8 In Cm 2.54 In Mm 25.4 Area
[DOCX File]Florida Building
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For SI: 1 inch = 25.4 mm; 1 foot = 304.8 mm; 1 pound per square foot = 47.88 kPa. NOTES: 1. Foundations for masonry fences, flower bins, steps and similar decorative structures with unbraced heights in excess of six feet shall be based on rational analysis. 2.
[DOC File]Presto Products Company
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The equivalent elastic stiffness shall be 48,000 pound-square inches (140 N-m2) when tested using simply supported Geoblock® porous pavement unit loaded to 1 inch (25 mm) deflection. The joint shear strength shall be 20,000 pound-force (89.0 kN) when tested using direct shear of tabular connection using special apparatus. Dimensions:
[DOC File]storage.thyssenkruppelevator.com
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C. Handrails shall be factory spliced and shall have a minimum breaking strength of 5600 lbf (25 kN) at the handrail splice. Field splices are unacceptable. D. In order to reduce wear and specific strain, the handrail shall be pressed against a rubber-rimmed driving wheel by a heavy-duty cluster roller assembly.
[DOC File]EGR 280 – Mechanics Problem Set 1 - Oakland University
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The compound arrangement of the pan scale is shown. If the mass on the pan is 4 kg, determine the horizontal and vertical components of force at pins A, B and C and the distance x of the 25-g mass to keep the scale in balance. Ans: Ay = 34.0 N, Ax = 0. Cy = …
[DOC File]Chapter 12 Problems
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38. A lightweight, rigid beam 10.0 m long is supported by a cable attached to a spring of force constant k = 8.25 kN/m as shown in Figure P12.38. When no load is hung on the beam (Fg = 0), the length L is equal to 5.00 m. (a) Find the angle ( in this situation. (b) Now a …
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