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Design-of-Pretensioned-and-Post-Tensioned-Members

Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn/m, load factors for dead load is 1.4 for live load is 1.6 cube strength of concrete fcu is 50n/mm2 cube strength at transfer is fci is 35n/mm2, tensile strength of concrete Ec is 34kn/mm2 loss ratio ɳ is 0.85 and 8mm diameter high tensile strength fpu is 1500n/mm2 are available for use and modulus of elasticity of high tensile wires is 200kn/mm2?


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Introduction of Prestressing

Introduction of Prestressing

Materials for Prestressed Concrete

Materials for Prestressed Concrete

Prestressing Systems

Prestressing Systems

Analysis of Prestress and Bending Stress

Analysis of Prestress and Bending Stress

Losses of Prestress

Losses of Prestress

Deflections of Prestressed Members

Deflections of Prestressed Members

Flexural Strength of Prestressed Sections

Flexural Strength of Prestressed Sections

Shear Strength of Prestressed Sections

Shear Strength of Prestressed Sections

Transfer of Prestress

Transfer of Prestress

Anchorage Zone Stresses in Post Tensioned Members

Anchorage Zone Stresses in Post Tensioned Members

Limit State Design Criteria

Limit State Design Criteria

Design of Prestressed Concrete Sections

Design of Prestressed Concrete Sections

Design of Pretensioned and Post-Tensioned Members

Design of Pretensioned and Post-Tensioned Members

Composite Beams and Deflections

Composite Beams and Deflections

Statically Indeterminate Structures

Statically Indeterminate Structures

Prestressed Concrete Pipes, Slabs, Grid Floors, Tanks, Shell, Folded Structures, Poles and Sleepers

Prestressed Concrete Pipes, Slabs, Grid Floors, Tanks, Shell, Folded Structures, Poles and Sleepers

Optimum Design of Prestressed Structures

Optimum Design of Prestressed Structures

Prestressed Concrete Bridges & Trusses

Prestressed Concrete Bridges & Trusses

Planning and Economical Aspects of Prestressing

Planning and Economical Aspects of Prestressing

Construction, Maintenance and Rehabilitation of Prestressed Structures

Construction, Maintenance and Rehabilitation of Prestressed Structures

Similar Question

This Chapter Design-of-Pretensioned-and-Post-Tensioned-Members consists of the following topics

Find the deflection due to self weight given that ϕ = 1.6, Ee = 2.6Ece, elastic modulus of concrete is 34×103, gravity is given as 6, self weight is 0.76, Length of the cable is 1000, elastic modulus of concrete is 34×103 , Moment of inertia is 3200×105?

Calculate ultimate moment and shear of effective span is 30m, live load is 9kn/m, dead load excluding self weight is 2kn/m, load factors for dead load is 1.4 for live load is 1.6 cube strength of concrete fcu is 50n/mm2 cube strength at transfer is fci is 35n/mm2, tensile strength of concrete Ec is 34kn/mm2 loss ratio ɳ is 0.85 and 8mm diameter high tensile strength fpu is 1500n/mm2 are available for use and modulus of elasticity of high tensile wires is 200kn/mm2?

Find cross-sectional dimensions thickness of web if hf/d ratio is 0.23 and bw/b ratio is 0.25 and b is 0.5d?

Calculate ultimate moment and shear of effective span is 30m

live load is 9kn/m

dead load excluding self weight is 2kn/m

load factors for dead load is 1.4 for live load is 1.6 cube strength of concrete fcu is 50n/mm2 cube strength at transfer is fci is 35n/mm2

tensile strength of concrete Ec is 34kn/mm2 loss ratio ɳ is 0.85 and 8mm diameter high tensile strength fpu is 1500n/mm2 are available for use and the modulus of elasticity of high tensile wires is 200kn/mm2?

Design of Pretensioned and Post-Tensioned Members

Prestressed-Concrete-Structures