Laserfiche WebLink
3.When more than one ply is provided in weak axis bending,full composite action is assumed(must be checked separately) <br /> 4.Members are straight,prismatic(not-tapered)and not notched <br /> 5.For impact live loads,the wood is conservatively assumed to be treated(Cd=1.6) <br /> 6.When flitch plates are used:shear and bearing are assumed 100%carried by wood,flitch plates don't affect C_L calculation,and steel is <br /> conservatively assumed to creep the same as wood for long term deflection <br /> 7.I-Joists are fully braced and all holes are within manufacturer limits. <br /> 8.Bearing is not considered at point loads. <br /> 9.All glulam beams are assumed to include at least four laminations,and if there are multiple pieces across the width,these are edge- <br /> bonded. <br /> 10.When shear deflections are explicitly considered,we make use of an approximation as defined here:https://support.clearcalcs.com/ <br /> article/198-shear-deflection-in-us-and-canada-wood-beam-calculators <br /> 11.In weak axis multi-ply beam bending,the plies are assumed to act non-compositely. <br /> 12.Two-ply I-joists are assumed to meet all detailing requirements and blocking is to be added where required. <br /> SO,F <br /> t4 y <br /> Kam, <br /> Greenfield Rev 3 Page 28 of 52 <br />