Standard hook bars in tension for ACI 318-08 Spreadsheet

Standard hook bars in tension for ACI 318-08 Spreadsheet

 

ACI 318-08, Chapter 12 is the basis for this table.

The development lengths for standard hook bars in tension for ACI 318-08 is given in Article 12.5
Standard hooks (with 90-deg or 180-deg bend) are defined in Art. 7.1 of the ACI Code.

A modification factor of 0.7 is applied to the basic development length in the above table.  Therefore, the side cover (normal to the plane
of hook) for bars #11 and smaller shall be greater than or equal to 2.5″.  For 90-deg hook, cover on bar extension shall not be less than 2″.
No stirrups or ties are assumed to occur within the development length, l dh .

Standard hooks shall not be considered to be effective in developing bars in compression.

The development length of deformed bars in compression for ACI 318-08 is given by Article 12.2.3
The development length of deformed bars in compression has been calculated assuming that no spiral or ties enclose rebar to be developed.
Calculation Reference
ACI 318-08

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AASHTO LRFD 2007 – Concrete Deck Design Spreadsheet

AASHTO LRFD 2007 – Concrete Deck Design Spreadsheet

 

INPUT DATA:

  • Effective span length
  • Deck Thickness
  • Asphalt Thickness
  • Girder spacing ( S.9.7.2.3.)
  • Truck type
  • Lanes numbers
  • Reinforcement strength
  • Concrete 28-day compressive strength
  • Beton elastisite modulu
  • Concrete density
  • Asfalt density:
  • Cover
  • Bar Radius
  • Bar spacing

 

CALCULATIONS AND CHECKS

  • Dead load effects: (S.3.4.1-2)
  • Deck  Moment
  • Asphalt Moment
  • Live load effects  (S.3.6.1.1.2-1)
  • Lanes factor
  • Truck load
  • Live load moment
  • impact factor
  • Live load factored moment
  • Bending calculations  :  (S.5.7.3.2.1)
  • The pressure coefficient of the depth region
  • Moment safety factor
  • Concrete tensile stress
  • Section Length
  • Sectional Elevation Account
  • Bar numbers
  • Bar
  • Total bar area
  • Depth of stress block
  • Flexural strength
  • Flexural strength of Coefficients

Calculation Reference
Bridge Structural Design

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Snow Loading Analysis Excel Sheet

Snow Loading Analysis Excel Sheet

 

“ASCE705S” is a spreadsheet program written in MS-Excel for the purpose of flat roof snow loading analysis for buildings and structures per the ASCE 7-05 Code. Specifically, coefficients and related and required parameters are selected or calculated in order to compute the net design snow loads, including snow drift due on lower roofs and rain-on-snow surcharge.

Program Assumptions and Limitations:

1. This program specifically follows Section 7.0, Snow Loads, of the ASCE 7-05 Standard, “Minimum Design Loads for Buildings and Other Structures”.

2. This program assumes only snow loading analysis for buildings with a flat roof, or low slope roof <= 5 degrees. (Note: for reference, a 1:12 roof slope equates to 4.76 degrees, and the program allows a slope up to 1.05:12.)

3. This program addresses only balanced snow loading, snow drifts on lower roofs, and rain-on-snow surcharge loading. Unbalanced roof snow loads are not considered.

4. This program assumes the possibility of either leeward or windward snow drifts, and the larger of the two calculated drift heights per the code is used as the design drift height. Leeward drift results from snow blown off a high roof onto a lower roof. Windward drift results from snow blown against a projection or wall below a high roof.

5. This program determines any rain-on-snow surcharge loading when applicable. Rain-on-snow surcharge loading of 5 psf is not required for ground snow loads, pg > 20 psf, nor for roof slopes (in degrees) >= W/50, where “W” is equal to the horizontal distance (in feet) from the eave to the ridge on the building. This program conservatively combines the rain-on-snow surcharge loading with snow drift loading. However, per Code, rain-on-snow surcharge loading need not be combined (superimposed) with snow drift loading.

6. This program contains numerous “comment boxes” which contain a wide variety of information including explanations of input or output items, equations used, data tables, etc. (Note: presence of a “comment box” is denoted by a “red triangle” in the upper right-hand corner of a cell. Merely move the mouse pointer to the desired cell to view the contents of that particular “comment box”.)

 

Calculation Reference
ASCE 7-05 Code Snow Load

 

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US Steel Sheet Pile Design – Cantilevered Wall Spreadsheet

US Steel Sheet Pile Design – Cantilevered Wall Spreadsheet

 

US Steel Sheet Pile Design – Cantilevered Wall (Granular Soil) with Cooper E80 Surcharge

Spreadsheet Description:
Computes the depth required, maximum moment, and section modulus required for Sheet Pile Design based on US Steel’s Sheet Piling Design Manual. There is a sheet to analyze the effects of Cooper E80 loading per AREMA Specifications. However,  normal traffic or equipment surcharge loads can be used as well. Graphs are provided for Log Spiral Active and Passive coefficients.

Table of Contents:
1) Background and Instructions
2) Calculations for Pile Depth
3) Equation Solver and Graphical Check of Results
4) Maximum Moment and Section Modulus
5) Calculations and Graph of E80 AREMA Loading
6) Tables and Graphs of Log Spiral Curves Used for Active and Passive Coefficients

Instructions For Users:
1) Go to Pile Depth. Fill in white boxes with the appropriate data using drop lists

Assumptions:
1) For use cohesionless soils
2) Ground water is lowered to the bottom of excavation

Calculation Reference
Soil Mechanics in Engineering Practice, K Terzaghi and R Peck

 

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Reinforced Concrete Design Excel Sheet

Reinforced Concrete Design Excel Sheet

 

This spreadsheet is based on the ultimate limit design method.

Content:

  • Calculation of coefficients
  • Design of slabs
  • Design of flat slabs
  • Design of beams
  • Design of sections under M,N
  • Check shear in beams
  • Design for torsion
  • Design for rectangular columns
  • Design of circular columns
  • Design of isolated footings
  • Design of isolated footings under moment
  • Design of combined footings
  • Design of strap foootings
  • Design of retaining walls
  • Deflection of cantilivers
  • Deflection of simples

 

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