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Related PDFs (3)

Analysis using Limit State Method

Formulas : 11 Size : 327 kb

Doubly Reinforced Rectangular Sections

Formulas : 18 Size : 377 kb

Singly Reinforced Sections

Formulas : 12 Size : 323 kb

Applied Shear at Section for Development Length of Simple Support

Area of Tension Reinforcement given Steel Ratio

Bar Steel Yield Strength given Basic Development Length

Basic Development Length for 14mm Diameter Bars

Basic Development Length for 18mm Diameter Bars

Basic Development Length for Bars and Wire in Tension

Beam Width given Steel Ratio

Bending Moment given Total Cross-Sectional Area of Tensile Reinforcing

Computed Flexural Strength given Development Length for Simple Support

Cross-Sectional Area of Compressive Reinforcing

Development Length for simple Support

Distance from Extreme Compression to Centroid given Steel Ratio

Lever Arm Depth Factor

Modular Ratio

Negative Moment at Exterior Face of First Interior Support for More than Two Spans

Negative Moment at Exterior Face of First Interior Support for Two Spans

Negative Moment at Interior Faces of Exterior Support where Support is Column

Negative Moment at Interior Faces of Exterior Supports where Support is Spandrel Beam

Negative Moment at Other Faces of Interior Supports

Positive Moment for End Spans if Discontinuous End is Integral with Support

Positive Moment for End Spans if Discontinuous End is Unrestrained

Positive Moment for Interior Spans

Shear Force at All Other Supports

Shear Force in End Members at First Interior Support

Steel Ratio

Stress in Steel with Tension Reinforcement only

Total Cross-Sectional Area of Tensile Reinforcing

A Area of Tension Reinforcement (Square Meter)
A_b Area of Bar (Square Millimeter)
A_cs Cross-Sectional Area (Square Meter)
A_s' Area of Compression Reinforcement (Square Millimeter)
b Beam Width (Millimeter)
B_M Bending Moment of Considered Section (Kilonewton Meter)
d' Distance from Compression to Centroid Reinforcment (Millimeter)
D_B Depth of Beam (Meter)
d_eff Effective Depth of Beam (Meter)
E_c Modulus of Elasticity of Concrete (Megapascal)
E_s Modulus of Elasticity of Steel (Kilopound Per Square Inch)
f_c 28 Day Compressive Strength of Concrete (Megapascal)
f_{comp stress} Compressive Stress at Extreme Concrete Surface (Kilogram-Force per Square Meter)
f_EC Extreme Compressive Stress of Concrete (Megapascal)
f_s Reinforcement Stress (Pascal)
f_TS Tensile Stress in Steel (Kilogram-Force per Square Meter)
fy_steel Yield Strength of Steel (Megapascal)
I_n Length of Span (Meter)
j Constant j
k Ratio of Depth
La Additional Embedment Length (Millimeter)
Ld Development Length (Millimeter)
m Modular Ratio
M' Bending Moment of Singly reinforced Beam (Kilonewton Meter)
M_n Computed Flexural Strength (Megapascal)
M_t Moment in Structures (Newton Meter)
Mb_R Bending Moment (Newton Meter)
V_u Applied Shear at Section (Newton per Square Millimeter)
W_load Vertical Load (Kilonewton)
ρ_{steel ratio} Steel Ratio

Function: sqrt, sqrt(Number)
A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number.
Measurement: Length in Millimeter (mm), Meter (m)
Length Unit Conversion
Measurement: Area in Square Meter (m²), Square Millimeter (mm²)
Area Unit Conversion
Measurement: Pressure in Newton per Square Millimeter (N/mm²), Megapascal (MPa), Pascal (Pa), Kilopound Per Square Inch (ksi), Kilogram-Force per Square Meter (kgf/m²)
Pressure Unit Conversion
Measurement: Energy in Newton Meter (N*m)
Energy Unit Conversion
Measurement: Force in Kilonewton (kN)
Force Unit Conversion
Measurement: Moment of Force in Newton Meter (N*m), Kilonewton Meter (kN*m)
Moment of Force Unit Conversion
Measurement: Stress in Megapascal (MPa)
Stress Unit Conversion