Given: Spacing of stringers = [s] feet Span length of string…
Given: Spacing of stringers = feet Span length of stringers = feet Total form vertical design load for strength = lb/ft2 Adjusted design value for bending stress = lb/in2 Find the required section modulus (in3) for the stringer based on the bending criteria. Consider equations for 3-span continuous beam. ***Consider at least two decimal places during calculation.