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NN Englneering, P.S. NikolaV Residence 123068L?mod <br /> 9518 39ih Ave.q. SW,Lakewood,WA 98499 <br /> E. SHEAR STRESS AROUND OPENINGS: <br /> WALL SHEAR STRESS A'B' HORIZ. <br /> SPACING STRAP FORCE <br /> Second Floor <br /> q va•La 7' <br /> v�� � La —0•ft va� =42G31 pl( s�� :_ `—a' Pa:_ �va� —va� 0 ft Pa=Olh <br /> B v�� �' Lhn—Ot'ft vb� = 121.02p1f sb� = �' Pb= �vb� —v6� 0•ft Ph =01h <br /> C �•c �'cl_c vc 629.32 If s 7 Pc :_ �vc vc� 0 ft Pc =Olh <br /> � Lc —O�ft 1 = � cl � vc� � <br /> D vJ� = 1.1('-0�f� �`�� — �'iS.ORpif s�� := �I Pd := ��d� — �d� 0ft Pd =01b <br /> vd <br /> vc Lc T <br /> E �c� Lc —Oft �'�1 = 34d.0�lpll' s�� := � Pc:= ��c� — ct�•0 (t Pc =01h <br /> �'�I <br /> vf•Lf j� <br /> F `'rl � Lf —0•ft °�I = 352.33p1f s�� :_ `�,' Pf :_ �v(I — eC� 0 ft P( =Olb <br /> WALL SHEAR STRESS Sole Plate HORIZ. <br /> Nail Spacinq STRAP FORCE <br /> 2nd Floor <br /> AA vaa ��� La� vaa �48.13 If s . Z Paa:_ �vaa� —��aa�•O ft Paa=01h <br /> I � �.:l:l—{)��I � '— � ed� ' tl:IQ� <br /> C�1�T[,�1�) <br /> BB ahb� := vbb� = 111:11 plf shhl :_ — Pbb:= ��nn� -��nn) ar� Pbb=Olb <br /> Lbb—0 R vbb� <br /> CC vcc �'ccLcc �,cc 393.23 If s L Pcc:_ �vcc� —vcc��0•(t Pcc=O lb <br /> � � Lcc —0•ft I = r ccl �= vcc� <br /> DD �,�i� �'�d Ldd vdd 94.2d ilf s � Pdd:_ �vdd� — vdd� 0 (t Pdd=01b <br /> � � Ldd —O �t I = 1 ddl � vdd� <br /> EE ccc vcc•Lcc vice IS?.4d I( s L Icc := ccc vcc �0�ft Pcc =01h <br /> � <br /> ' `- i.��-a•r� i = r ��i :_ � ( � - <br /> �« <br /> FF vff� := v((•Lff vf(� =72.16p1f s��� := z Pfl :_ �vff� —vff��0•ft P(f =Olb <br /> Lff —O ft vff� <br /> B. She3r Wall lo diaqhraam nailinq (Sole Plate): NDS Table12.3B: 16d Common Nails 1 1/2' side member thickness <br /> Cp := 1.33 C��:= I.I Z:= 1221h <br /> �'�= 7�D��di %'= 17RA91b Per Nail <br /> � _ �33.g�,�,�� Allowable load tor 16" nail spacing (max) <br /> IGin <br /> Page L18 <br />