Transcription of Beam Bending Stresses and Shear Stress
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Beam Bending Stresses and Shear Stress
ARCH 331 Note Set F2013abn 1 beam Bending Stresses and Shear Stress Notation: A = name for area Aweb = area of the web of a wide flange section b = width of a rectangle = total width of material at a horizontal section c = largest distance from the neutral axis to the top or bottom edge of a beam d = calculus symbol for differentiation = depth of a wide flange section dy = difference in the y direction between an area centroid () and the centroid of the composite shape () DL = shorthand for dead load E = modulus of elasticity or Young s modulus fb = Bending Stress fc = compressive Stress fmax = maximum Stress ft = tensile Stress fv = Shear Stress Fb = allowable Bending Stress Fconnector = Shear force capacity per connector h = height of a rectangle I = moment of inertia with respect to neutral axis Bending Ix = moment of inertia with respect to an x-axis L = name for length LL = shorthand for live load M = internal Bending moment = name for a moment vector n = number of connectors across a joint = shorthand for neutral axis ( ) O = name for reference origin p = pitch of connector spacing P = name for a force vector q = s
Beam Bending Stresses and Shear Stress Notation: A = name for area A web = area of the web of a wide flange section b = width of a rectangle = total width of material at a horizontal section c = largest distance from the neutral axis to the top or bottom edge of a beam d = calculus symbol for differentiation = depth of a wide flange section d y
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