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Structural, Geotechnical, Hydraulic & Transportation Engineering Tools
Simple Beam Analysis
Max Moment
0 kip-ft
Max Shear
0 kips
Max Deflection
0 in
Required Steel
0 in²
M = wL²/8 | V = wL/2 | Δ = 5wL⁴/(384EI)
Concrete Mix Design
Cement
0 lbs
Water
0 gal
Fine Aggregate
0 lbs
Coarse Aggregate
0 lbs
ACI 211 Mix Design Method | w/c = 0.45 typical for 4000 psi
Soil Bearing Capacity (Terzaghi)
Ultimate Bearing
0 psf
Allowable (FS=3)
0 psf
Nc Factor
0
Nq Factor
0
q_ult = cNc + γDNq + 0.5γBNγ | Terzaghi Bearing Capacity
Open Channel Flow (Manning's Equation)
Flow Area
0 ft²
Wetted Perimeter
0 ft
Hydraulic Radius
0 ft
Flow Rate (Q)
0 cfs
Q = (1.486/n) × A × R^(2/3) × S^(1/2) | Manning's Equation
Pavement Design (AASHTO)
SN Required
0
Asphalt Layer
0 in
Base Course
0 in
Subbase
0 in
AASHTO 1993 Design Guide | SN = a₁D₁ + a₂D₂m₂ + a₃D₃m₃
Steel Beam Design (AISC)
Required Sx
0 in³
Recommended W-Section
W12x
Capacity
0 kip-ft
φMn = φFyZx | AISC 360-16 | φ = 0.9 for flexure
Cantilever Retaining Wall
Active Earth Pressure
0 psf
Total Lateral Force
0 kips
Overturning Moment
0 kip-ft
Factor of Safety
0
Ka = tan²(45 - φ/2) | Pa = 0.5 × γ × H² × Ka