The second revision of IRC 18 from 1985 outlines detailed design standards for post-tensioned prestressed concrete road bridges in India. It addresses essential aspects such as material specifications, allowable stress limits, prestress loss calculations, ultimate load capacity, shear and torsion design, and specific detailing protocols tailored for post-tensioned bridge components. This code is vital for engineers engaged in the planning, execution, and evaluation of prestressed concrete bridges to ensure structural integrity and adherence to Indian roadway standards.
15Sections
54Clauses Indexed
✓AI Search Ready
1985Edition
Roads and Bridges IRC- Indian road congress Category
The second revision of IRC 18 from 1985 outlines detailed design standards for post-tensioned prestressed concrete road bridges in India. It addresses essential aspects such as material specifications, allowable stress limits, prestress loss calculations, ultimate load capacity, shear and torsion design, and specific detailing protocols tailored for post-tensioned bridge components. This code is vital for engineers engaged in the planning, execution, and evaluation of prestressed concrete bridges to ensure structural integrity and adherence to Indian roadway standards.
Audience
Who Uses This Standard
Bridge structural designers
Civil structural engineers
Construction project engineers
Quality assurance engineers
Bridge condition assessors
Prestressing industry specialists
Civil engineering advisors
Contents
Key Topics Covered
✓Specifications for concrete and prestressing steel materials
✓Allowable stress limits for concrete and prestressing tendons
✓Analysis of prestress losses including elastic shortening, creep, shrinkage, relaxation, and friction effects
✓Determination of ultimate load-bearing capacity and failure mechanisms
✓Design principles for shear forces and torsional stresses
✓Procedures for staged prestressing applications
✓Geometrical properties and minimum size criteria for beams and girders
✓Requirements for cover thickness and spacing of prestressing strands
✓Design considerations for end anchorage blocks and intermediate anchorage systems
✓Cable splay angles and minimum bending radius guidelines
✓Best practices for grouting post-tensioned ducts
✓Use and specification of emergency prestressing strands
✓Testing protocols for sheath ducts in prestressing systems
Structure
Table of Contents
1Overview
2Applicability and Scope
3Material Specifications
4Concrete Properties
5Load and Force Assumptions
6Staged Prestressing Techniques
7Allowable Stresses in Concrete
8Allowable Stresses in Prestressing Tendons
9Cross-Sectional Properties
10Elastic Modulus Values
11Prestress Loss Computations
12Ultimate Load Capacity
13Ultimate Strength Calculation Methods
14Shear Force and Torsion Design
15Minimum Reinforcement Requirements
Frequently Asked
Popular Questions About IRC 18
?What stress limits are established for concrete and prestressing steel in this code?▼
Detailed answer not available.
?How does the standard recommend calculating prestress losses including creep, shrinkage, and relaxation?▼
Detailed answer not available.
?What are the specific design guidelines for addressing shear and torsion in post-tensioned concrete bridges?▼
Detailed answer not available.
?What criteria should be followed when designing and detailing end blocks and intermediate anchorages?▼
Detailed answer not available.
?What are the recommended procedures for grouting post-tensioned cables according to the code?▼
Detailed answer not available.
✦
Need Detailed Clause Answers?
Ask AI about any clause, requirement, or provision in IRC 18. Get instant, clause-cited responses powered by our indexed library.