Spread sheet for concrete Mix designFull description
Slide presentation from "Spenncon" explain how to design concrete sleepers.
rcdFull description
Civil Engineering ModulesFull description
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Concrete Pipe Design ManualFull description
Descripción: Concrete Pipe Design Manual
an excel program that will help you design your concrete footing....=)
it can be used as referenceFull description
concrete design
Course class notes of Reinforced ConcreteFull description
Reinforced Concrete Design IFull description
Reinforced Concrete DesignDescripción completa
Slide presentation from "Spenncon" explain how to design concrete sleepers.Full description
concrete mix design guidance
Concrete Mix DesignFull description
Formulas
CE 5510 5510 - 200 2004 4
CE 5510 Advanced Structural Concrete Design
CE 5510 5510 - 200 2004 4
Slender Column Design Braced Slender Column Design Moments Unbr Un brac aced ed Sl Slen ende derr Co Colu lumn mnss Adjustments to Additional Moments
CE 5510 5510 - 200 2004 4
Slender Column Design Braced Slender Column Design Moments Unbr Un brac aced ed Sl Slen ende derr Co Colu lumn mnss Adjustments to Additional Moments
CE 5510 5510 - 200 2004 4
Class Objectives •Explain the effect of second order moments on axial force-moment interaction diagram •Identify a column as slender (or not) Slender means that slenderness effects are to be considered as per code of practice. •Determine the design moments for a slender column.
CE 5510 5510 - 200 2004 4
Recommended Reading • James G. MacGregor, “REINFORCED CONCRETE:
Mechanics and Design”, 3rd Ed., Prentice-Hall, 1997, Ch. 12. CONCRETE DESIGN • Allen, A. H., “REINFORCED CONCRETE TO BS8110 SIMPLY EXPLAINED”, E&FN Spon, London 1988, Ch. 11
• David A. Fanella, “Time-saving design aids for reinforced concrete, Part 3: Column and walls”, STRUCTURAL ENGINEER, November 2001, pp 42-47. The next few slides are from the Reinforced Concrete Council
CE 5510 - 2004
Introduction
CE 5510 - 2004
CE 5510 - 2004
N – M Relationship (BS 8110)
CE 5510 - 2004
N – M Relationship (BS 8110) Do you know why you can design for flexure only if the axial force is less than 0.1 f cuAc ?
CE 5510 - 2004
Design Charts for symmetrically reinforced rectangular cross-sections
CE 5510 - 2004
What is Buckling?
CE 5510 - 2004
What is buckling?
CE 5510 - 2004
What is Buckling?
CE 5510 - 2004
Slenderness Effects in Structures
CE 5510 - 2004
Classification of Structures
CE 5510 - 2004
Effective Length
CE 5510 - 2004
Effective Length
CE 5510 - 2004
Effective Length
CE 5510 - 2004
Effective Length (BS 8110)
CE 5510 - 2004
Effective Length
CE 5510 - 2004
Slenderness Ratio
CE 5510 - 2004
Slenderness Ratio
Bending and Axial Load
CE 5510 - 2004
Design Methods
CE 5510 - 2004
Design Methods
course
This is covered in detail later.
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Braced
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Simplified Design Method
CE 5510 - 2004
Bending about Both Axes
CE 5510 - 2004
Bending about Both Axes
CE 5510 - 2004
Bending about Both Axes
CE 5510 - 2004
Example: Calculate the area of steel required in the braced column
