Kip ft to lbs inch
[DOC File]Truck Distribution for Flexible Pavement Design
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Worksheet for Calculating 18-kip Equivalent Single Axle Load (ESAL) Applications Location: Kasold Road Analysis Period = 30 Years Lawrence, Kansas Assumed SN or D = 5.5 = SN 2004 ADT 19800 2034 ADT 38100 %TRUCKS 4 %Directional Distribution 60 Number of Lanes 5 Lane Distribution Factor 1 Terminal Servicability 2.5 Design E.S.A.L. Current Design ...
[DOCX File]Structure Notes - OaklandFAC
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Title Sheet Notes. Culverts and Bridges less than 20 feet. Option 1. The design is based on 1.2 times the current AASHTO LRFD Bridge Design Specification HL-93 Loading with the exception that the design tandem portion of the HL-93 loading definition shall be replaced by a single 60 kip axle load before application of this 1.2 factor.
[DOC File]PILE DRIVING ANALYSIS
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To compute the element weights, since the pile is known to weigh 36 lbs per foot, WAM(I) = (0.036 kips/ft)(10 ft/segment). Thus, WAM(3) through WAM(12) = 0.36 kips. To compute the spring rates of the pile segments, which are 10 foot segments: XKAM(2) through XKAM(ll) = AE/L = (10.6 in2)(30000 ksi)/10 ft x 12"/ft = 2650 kips/inch.
[DOC File]Preliminary Header Test Report - HUD User
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All return lips were ½ inch. Dimensions were verified within a tolerance of ±1/16 inch. ... (ft-lbs) Calulated. UlTimate shear ... 1 mil = 1/1000 inch. 1 kip = 1000 lbs = 4.448 kN. 1 inch = 1000 mils = 25.40 mm. 1 iii. 9 ii. C-1. Title: Preliminary Header Test Report …
[DOC File]Design the lifting bracket for moving Inner- blocks and ...
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= 31 kip, for the each thread rod. The total applying load Pay = 2Py = 14,600 lbs (for 16 threaded rod) ptr = Pay / n = 14,600 lbs / 16 = .92 kip < Ptr = 31 kip . Consider such big safety of factor, for simplicity, ignore some tensional . and compressive loads caused by the unsymmetrical loading. The threaded rods are satisfactory to the ...
[DOC File]Design the lifting bracket for moving Inner- blocks and ...
https://info.5y1.org/kip-ft-to-lbs-inch_1_91998e.html
Ft = 0.33 Fu = 39.6 ksi, the allowable tensile stress of the threaded rod (per page 4-3, part 4 of ASD, 9th edition) Pt = Gross area of the threaded rod x allowable tensile stress = 0.3068 in2 x 39.6 ksi = 12.15 kip > pt= 6.680 kip = ptr. where Pt is the allowable tensional load for the thread of 5/8” nominal diameter.
PRE-FABRICATED VEHICULAR BRIDGE SPECIFICATIONS
Bolts shall be tightened to an applied torque between 100 and 150 ft-lbs. 6.2 Installation: The structure shall be installed in accordance with AASHTO Standard Specifications for Highway Bridges Section 26 or ASTM A807, the plans and specifications, and the manufacturer’s recommendations.
[DOC File]AC 150/5220-23, Frangible Connections
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to not impose a force on the aircraft in excess of 13,000 pounds force (lbf) (58.0 kN). The maximum energy imparted to the aircraft as a result of the collision must not exceed 40,500 foot pounds (ft lbs) (55.0 kJ) over the contact period (approximately 100 milliseconds) between the aircraft and the structure.
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