Kn m 2 to lb ft 2
[DOC File]California State University, Northridge
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We can thus find P = (2.11x104 lbf) (3.23 ft) /(6 ft). P =1.14x104 lbf 2.52 A homogenous 4-ft wide, 8-ft long rectangular gate, weighing 800 lbf is held in place by a horizontal flexible cable as shown in the figure in the right copied from the text. Water acts against the gate which is hinged at point A. Friction in the cable is negligible.
[DOCX File]3re2rkbh2xs1er2z33y1itxd-wpengine.netdna-ssl.com
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24 kN/m (1,646 lb./ft.) ASTM D 6637. Tensile Modulus @ 2%. 600 kN/m (41,000 lb./ft.) ASTM D 6637. Tensile Modulus @ 5%. 480 kN/m (32,900 lb./ft.) ASTM D 6637. Grid aperture size (MD and CMD).6 inch. Length. The use of a soil retention blanket as a backing material will be specified on a job by job basis. The selection of a particular retention ...
[DOC File]Seeding and Erosion Control with Turf Reinforcing …
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(lb/ft [kN/m], minimum) ASTM D 5035 145 X 110 [2.1 X 1.6] 165 X 123 [2.4 X 1.8] 210 X 60 [3.0 X 2.3] Ultraviolet Resistance (percent, minimum) ASTM D 4355, 500 hours total exposure 80 80 80 (1) Machine Direction X Cross Direction (2) Light Penetration Test, The biodegradable portion for mat type1 is include in the test. Mat type 1 is not ...
[DOCX File]BONDED FABRIC/GEOGRID COMPOSITE FOR BASE …
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lb/ft (kN/m) Ultimate Tensile Strength. lb/ft (kN/m) Flexural Stiffness. mg-cm. Aperture Stability. m-N/deg. Resistance to Installation Damage %SC / %SW / %GP. Resistance to Chemical Degradation4 % Resistance to UV Degradation5 % Notes: Unless indicated otherwise, values shown are minimum average roll values determined in accordance with ASTM ...
[DOCX File]SPECIAL PROVISIONS
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lb/ft (kN/m) Tensile Strength at 2% Strain. ASTM D 6637. lb/ft (kN/m) Geogrid Percent Open Area. CW-02215 % Minimum Opening Size. Direct measure with caliper. in. (mm) Maximum Opening Size. Direct measure with caliper. in. (mm) Junction Strength. GRI GG23. lb (N) Ultraviolet Stability. ASTM D 4355
[DOC File]STRUCTURAL ENGINEERING FORUM OF INDIA | …
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Dec 11, 2001 · in any direction at each floor line be less than 100 lb per. linear ft (1.5 kN/m) of floor edge or 2% of total dead load on. the form distributed as a uniform load per linear foot (meter) of slab edge, whichever is greater. 2.2.3.2—Wall form bracing should be designed to meet. the minimum wind load requirements of the local building
[DOC File]AMERICAN EXCELSIOR COMPANY
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Mass per Unit Area ASTM D 6475 0.57 lb/yd2 (309 g/m2) MD-Tensile Strength Max. ASTM D 6818 265.2 lb/ft (3.9 kN/m) TD-Tensile Strength Max. ASTM D 6818 165.6 lb/ft (2.4 kN/m) MD-Elongation ASTM D 6818 4.4%. TD-Elongation ASTM D 6818 4.9%. Water Absorption ASTM D 1117/ECTC 380%. Bench-Scale Rain Splash ASTM D 7101 SLR = 7.35 @ 2 in/hr 2,3
[DOC File]California State University, Northridge
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The value of hc is the 10 ft from the water surface to the top of the liquid, plus sin times the (6 in)/2 = 0.25 ft distance from the top of the circular gate to the centroid in the center of the circular gate. This gives hc = 10 ft + (0.5 ft)sin = 10 ft + (0.25 ft)(0.6) = 10.15 ft. So, the pressure force due to the water is found to be
[DOC File]Chapter 2
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W = 64 lb; m = (64/32) = 2 slugs; h = 70 sin 37 m. ½mvo2 = Whf + Loss; Loss = ½mvo2 - Whf. Loss = ½(2 slugs)(60 ft/s)2 – (64 lb)(42.1 ft) Loss = 3600 ft lb - 2240 ft lb; Loss = 904 ft lb *8-48. A 0.4-kg ball drops a vertical distance of 40 m and rebounds to a height of 16 m.
[DOC File]Set #1 - CCSF
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c) Mo=(-19i – 2.5j - 10.5k ) ft-lb. 5. Before the trunk of a large tree is felled, cables AB and BC are attached as shown. Knowing that the tension in cables AB and BC are 777 N and 990 N respectively, determine the moment about O of the resultant force exerted on the tree by the cables at B. Answer: Mo= (5.24i - 3.75k ) kN-m. 6.
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