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4/14 <br /> Typical Basement Wall 20'or less(Output for Span 1) <br /> Main Flexure Rebar Longitudinal Side Shear Rebar <br /> 4.16 ft 14,51 ft <br /> Shear Ties IP IP <br /> Cll r t, <br /> REBAR DATA <br /> • MAIN FLEXURE REINFORCEMENT: <br /> Use 11 #4 Bars on top.Placed in 1 layers. <br /> Use 7#4 Bars on bottom.Placed In 1 layers. <br /> Bottom Bars should extend a distance of their development length past the IP points. <br /> Top Bars should extend a distance of their development length past the IP points. <br /> IP points are the points where moment switches sign. <br /> The IP points are at the following locations,measured from the left side: <br /> 4.16 ft(Neg to Pos) <br /> 14.51 ft(Pos to Neg) <br /> Where bars extend to each end of the beam,extend the bars their <br /> development length Into the support, if it is a fixed end. <br /> Concrete Cover=3.50 inches a\C ` <br /> • <br /> NORMAL SHEAR REINFORCEMENT: el — <br /> No shear tie stirrups are required. <br /> Rebar yield strength=40000.0 psi <br /> Concrete Compressive Strength=2500.0 psi <br /> BEAM DIMENSIONS:RECT.SECTION <br /> Width=48.00 inches <br /> Total Depth-=8.00 inches <br /> Length= 18.67 ft <br /> D value used to calculate bottom rebar=4.25 inches <br /> D value used to calculate top rebar=4.25 inches <br /> LOADS: <br /> LOAD(1)=UNIFORM LOAD. Start from left=4.00 ft,Length of load= 10.67 ft, Load= 1071.00 lbs/ft. <br /> END SUPPORT CONDITIONS: <br /> Both sides are Fixed. <br /> END SUPPORT CONDITIONS: <br /> Both sides are Fixed. <br /> REACTION OUTPUT: <br /> Left support reaction= 5713.78 lbs <br /> Right support reaction=5713,79 lbs <br /> Maximum Moment=-23765.85 ft-lbs <br /> Maximum Shear -5713.79lbs tt F.Y, <br /> Maximum Estimated <br /> Deflection Deflecction— 1 inches e,,, <br />