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250 psi hose in prestressed concrete structures

Flexural stresses after cracking in partially prestressed beams

partially prestressed beams are cracked, al- (547 kN) is applied using six Grade 250 I/2rupture of the concrete is 500 psi (3.5 N/mm2

Analysis of Cracked Prestressed Concrete Sections: A

of ordinary (nonprestressed) reinforced concrete.(305 x 813 mm) beam J: = 6000 psi (41.41.250 2 .663 992 2400 3000 6392 112 271 339

UNDERSTANDING THE LOSSES IN PRESTRESSING

250 x 12 = 940 psi percentage loss of initialCONCLUSION Loss in prestressed concrete re- sults Design of Prestressed Con- crete Structures,

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Integrity Evaluation of Prestressed Concrete Girders

A novel and practical methodology that accounts for the specific mechanical features of a prestressed concrete girder (elastic stiffness, cracking moment,

Influence of Concrete Strength On Strand Transfer Length

prestressed concrete products to be able to transfer the prestress and freeUsing the manufacturers nominal ultimate strand stress of 250,000 psi,

Shear Performance of Existing Prestressed Concrete Bridge

EXISTINGPRESTRESSED CONCRETE BRIDGEGIRDERSPrincipal COMPRESSIVE STRENGTH (PSI) AT INDICATED AGES.250 300Superimposed Shear (kip)(a)350-500050

Prestress Loss and Deflection of Precast Concrete Members

in Prestressed Concrete Members, PCI JOURNAL, VConcrete Structures, Special Publication SP-76, 500 psi E,.= 3600 ksi, f, = 5000 psi E,

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Recommendations for Design of Post-Tensioned Slab-Column

500 psi and that the expression for Vc in Eq.250-258. 6. Hueste, M.B.D.; and Wight, prestressed concrete structures subjected to extreme

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Concrete lining of drilled shaft

prestressed concrete having an inner diameter of casing pressure resistance of at least 800 psi. and 3,250,076 to Jenkins et al. The patent

Epdm Steam Rubber Hose250psi, Epdm Steam Rubber Hose250psi

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Force of a Large-Scale, 38-Year-Old Prestressed Concrete

1 in 38-year-old prestressed concrete bridge concrete fcm as 35 MPa (5076 psi), and it concrete at the beginning of shrinkage (days) =

Sectional analysis of reinforced concrete members

(mm2) 0.250 0.036 0.375 0.085 0.500 0.(MPa, psi, kg/cm2) Shear stress is calculatedand Mitchell, D., Prestressed Concrete Structures

The NU Precast/Prestressed Concrete Bridge I-Girder Series

that allows excellent consoli- dation of concrete.psi (51.7 MPa) and cast-in- place deck (250mm ctrs. - WWF3) 08 wires at 0 .·

in Flexure of Bonded and Unbonded Prestressed Concrete Beams

non~prestressed mild 9teel bars, respectively 0 concrete fc = compressive cylinder strength prestress levels of 120,000 pSi, 60,000 psi

investigation of the properties of a prestressed concrete

000 psi (assumed) v - 2pfa _ 2 x .000415 x 200,000 „ K ~ Hg f g j d =.049 x 200,000 x .991 x 5.9 Mu s 57,250 In, lbs

Restraint mechanisms in precast concrete double-tee floor

(5050 psi) compressive strength siliceous fibers in the models ranged from 200 to 250. prestressed concrete structures under fire loading

A LOOK AT PRESTRESSED FLAT PLATE DESIGN AND CONSTRUCTION

(say about 250 psi) the total elastic shortening can be expected to be Prestressed Concrete Structures, Journal of the American Concrete Institute,

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OF REINFORCEMENT FOR NOTCHED ENDS OF PRESTRESSED CONCRETE

( 1) 6330 psi (2 ) 5765 psi 5517 psi .250 .268 .292 .316 .339 .378 .378 .397 Design of Prestressed Concrete Structures,

Strength of Prestressed Concrete Members at Sections Where

250 0.0083 -~240 0.0080 --230 - - - ..(29.650 MPa) for 5000 psi (35 MPa) concreteconcrete /ps = stress in prestressed reinforce-

AND LIMITATIONS OF HIGH-STRENGTH CONCRETE IN PRESTRESSED

APPLICATIONS AND LIMITATIONS OF HIGH-STRENGTH CONCRETE IN PRESTRESSED BRIDGE MPa (10,000 psi) allow longer span lengths and more economical structures

NUDECK An Efficient and Economical Precast Prestressed Bridge

-50 -40 -30 -20 -10 0 Stress (psi) Fig.250 ft (76.20 m) and a width of 44ft (13(SIP) precast prestressed concrete panels and a

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