Example 1
Load on Beam (lbs): 1,500; Beam Width (inches): 8; Beam Depth (inches): 10; Wood Species: Southern Pine; Allowable Bending Stress (psi): 1,500
Maximum Allowable Span (feet): 72.73929675 feet; Maximum Bending Moment (lb-in): 2,250 lb-in; Section Modulus (in³): 133.3333333 in³; Required Section Modulus (in³): 1.5 in³; Beam Sufficiency: Sufficient
Example 2
Load on Beam (lbs): 2,000; Beam Width (inches): 6; Beam Depth (inches): 12; Wood Species: Douglas Fir-Larch; Allowable Bending Stress (psi): 1,600
Maximum Allowable Span (feet): 77.45966692 feet; Maximum Bending Moment (lb-in): 3,000 lb-in; Section Modulus (in³): 144 in³; Required Section Modulus (in³): 1.875 in³; Beam Sufficiency: Sufficient
Example 3 - Small Beam
Load on Beam (lbs): 500; Beam Width (inches): 4; Beam Depth (inches): 8; Wood Species: Spruce-Pine-Fir; Allowable Bending Stress (psi): 1,200
Maximum Allowable Span (feet): 59.34385496 feet; Maximum Bending Moment (lb-in): 750 lb-in; Section Modulus (in³): 42.66666667 in³; Required Section Modulus (in³): 0.625 in³; Beam Sufficiency: Sufficient