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Gan Residence <br /> Bcam(n? First Floor Hallway <br /> Monday,March 31, 2008 <br /> WOOD BEAM -SIMPLE SPAN <br /> Maximum moment: 3.8 kip ft r—--� H11-213 <br /> at 31-6 from left due to DL LL <br /> Ilam span: 7 feet 0 inches center line to center line <br /> Reaction at IeR support: 2,236 pounds <br /> Reaction at right support: 2,236 pounds <br /> Reactions include approximate wcip of beam <br /> WOOD TYPE: Tms]oisl Parallam 2 <br /> will, the following base table design values: <br /> Fiber stress in bending: Fb=2,600 psi <br /> Horizontal shear: Fv= 190 psi <br /> Modulus of elasticity: E- 1.9 million psi <br /> Working shear stress has been adjusted for: <br /> No splits at all -50% increase <br /> MAXIMUM PERMITTED working stresses arc therefore: <br /> Fb=2,600 psi <br /> Fv= 285 p,i <br /> E= 1.9 million psi <br /> BEPM SELECTED: <br /> 6 inches nominal width <br /> by <br /> 10 inches nominal depth <br /> (Actual Size:5.5 x 9.5 inches) <br /> Beams and Stringers--Single timber <br /> Beam will deflect 1 in 2322 under live load <br /> Beam will deflect I in 1858 under total load <br /> ACTUAL DEFLECTION at center of beam will be 0.04 inches under live %ad <br /> ACTUAL FIBER STRESS under full load: 563 psi, 22%max <br /> ACTUAL SHEAR STRESS under full load: 49 psi, 17%max <br /> (Loads ignored within distance from end equal to beam depth) <br /> File: 20:54:42 <br /> I l� <br />