TRANSFORM CALCULATIONS Sample Clauses

TRANSFORM CALCULATIONS. The size of the transformed wood member is based on the ratio of the modulus of elasticity of the steel and the modulus of elasticity of the wood. The relative stiffness of the two materials dictates the amount of load each type of material resists. n = E _ Steel E' _ Wood The depth of the transformed section remains constant, a transformed width is determined based on the modular ratio: w _ trans = w _ wood ⋅ (# of La min ations) + (w _ steel ⋅ n) The stress in each material must be limited to less then the allowable. In most cases the steel would be overstressed and as a result the allowable wood stress is limited. The allowable stress for A36 steel is: Fb(steel) = Fy ⋅ 0.66 Fb(steel) = 36,000 psi ⋅ 0.66 = 21,600 psi The allowable stress in the wood portion of the beam is limited: If 21,600 < Fb'(wood) then Fb’ (wood) is limited to n StruCalc will only design flitch beams with full lateral support for the compression portion of the beam. For a simple span beam with positive loading this requires the top of the beam to be adequately tied into the floor/roof system to prevent out of plane buckling. For a multi-span or cantilever beam both the top and the bottom of the beam must be restrained. The shear strength of the steel plate is calculated as a steel beam with a h/w ratio equal to the height of the plate divided by the width. See section 5.33 for steel shear calculations. The resultant allowable shear stress of the plate is then compared to the allowable shear stress of the wood portion of the beam and is limited in the same way as the bending stress above. The bearing length required for the flitch beam is based on the wood portion of the beam only. The bearing length can be reduced if a steel plate is provided to spread the load from the steel portion of the beam to the support. This calculation is not provided by StruCalc
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