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13-452-013�� Number: Date: September 10.2OQ2 �V� _�� Sheet of Fi|enarne: vva\ design.dat Reinforced Concrete Masonry Wall per 1O08AC\G38 Section 2.3 VVudki na Stress'. D 2j Alternate Bar Selections., Vertical Reinforcing Steel centered @3.8 in. from the |o #5@- 40" o.c.An=0.09 in9K #G @ 40"o.c.. As = 0,13 in2lft eded face nf the wall. #8 @80^o,(,,,As=012inzIft 49 ro) 120"o.o,Ao=0 10 iu9ft #1O(�1SO''n�o,Aa�O�1Oin9f #11Cc_b200'o.u.A, =(I09 in9ff =, . . K8inirnuno Horizontal \NeU Reinforcing #4�D 120ino,��. A»= 0.02 in^Al #8 @ 12O ino�o�. Aa=0.OH in 9� 46 @ 120inm.o.. 4w=O.O3Wlft #9 @ 120 inm.o..Aa=0,10 in'/ft #8@120inoo..As=004\nl/ft #1D��120ino,o..Av=O.13in9ft #7 @ 120 inV.c.. Ao= 0.08 in2/D #11 dD 120 in 0.c.,An=O.18 in9ft For input Positive Moment -#5@4O"uu..Aa=O.DQh,9ft.sdd=3.015in Governing Load Combination, D+L+VV Calculated Load Combinations and Stresses: P=D+L+VV=2.338|bs/barspace 88=D+L+VV=2.5S3/b-ft/barspace K=k8/bd1= 52,62 psi k= 0.255 � = 0.915 p= O�0020 fa=PIA, = 10pei.<Fu=43G psi DK ƒv=V7(b'jd) = 33.74 pai< Fv= 38.7 psi OK f�=2^K8/(b]kdc)= 451 psi <Fu=00O psi {)K - fu=K8/(Ajd) 28.30O psi <Fo=32.O0O psi OK Interaction Stress Ratio = D�961 =fo/Fo+/u/Fu-'-�1,33-OK For Input Negative Moment ReUnforcenment�#5@ 4I'nu'A.=0.09 iDYh std=3.81DiA Governing Load ConnbinaticmD Calculated Load Combinations and Stresses'. P=D=O|bo/barspace 88=D=D|b-ft/berspace K=0Vbd*= 0.00 psi h= 0.255 0.915 p= 0.0020 -e=p6Ae= Dp�j<Fe=327 psi 0K /»=VY(b'U= 15,45 psi <Fv=38,7 psi [>K 2°K8/ kd2 = O psi �Fb=4Q5 psi DK - A = M/(A-,jd) = 0 pai< F, 24,000 psi OK Interaction Stress Ratio 0.000 =f./Fa4-fb/Fb--�1.0Q-OK ---' / ( /oy ` '