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� � � � • � � � � � � � } � Table 11N COMNiON WIRE, BOX, or SINKEit NAILS: Reference Lateral Design �" r ' � ;�� Values (Z) for Single Shear (two member) Connectionsl,z,3,4 � q_ � � `"``� for sawn lumber or SCL with both members of identical specific a � � �� ------ ____ __- � -- 4 -"pp�. �, � Z � V ` k O � O U "r" x?%i:: N N J J U7 LL � ,��J � g N 3� T:�e N d > � C �. � � � i C CS �. U � (n 'L] N > � ��- LL LL. LL Z ` a � �(L ` �. C d N N O 'f0 Z I� (0 U'J� N lD � N � (0 LL �LL � � M� � t`�'i C � d N M � Q N- � V V V U � C d U L �Y E Z m `°O v'�� o oi o o� o w E o E o � o-o U N 2 o c ' a� w �L @ O O C O d O K O II O 11 O Z II O N II p> 11 a / II � n II � q, � � II O tn F- Z U m Ul U` � C7�t!] U` 0 U` ��. C7�2 U` 2 C7 ul .'" C7�°.._..C�.uJ-�,�..�. --,--. C'J_Z t, D in. in. Pennywei ht ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ��Tbs. Ibs. Ibs. � Ibs. 3/4 0.099 6d 7d 73 61 55 54 51 48 47 39 � '1ts 36 0.113 6d Sd Sd 94 79 72 71 65 58 57 47 4G 44 � 0.120 10d 107 89 80 77 71 64 62 52 G0 Ap 0.128 10d 121 101 87 84 78 70 68 57 56> - GA � 0.131 8d 127 104 90 87 80 73 70 60 58 ' 56 . 0.135 16d 12d 135 108 94 91 84 76 74 63 61 5[1 � 0.148 10d 20d 16d 154 121 105 102 94 85 83 70 69 66 ' 0.162 16d 40d 183 138 � 121 117 108 99 96 82 BO 77 � 0.177 20d 200 153 134 130 121 111 107 92 9� d7 0.192 20d 30d 206 157 138 ' 134 125 114 111 96 = 93 _ 90 ` 0.2D7 30d 4Dd 296 166 147 143 133 122 119 103 1Q1 . 97 I0.225 40d 229 178 158 154 144 132 129 112 110 10G � I 0244 50d GOd 234 182 162 158 147 I ��fi 132 115 113 109 1 0.099 6d 7d 73 61 55 54 51 48 47 42 41 40 0.113 6d4 8d Sd 94 79 72 71 67 63 61 55 I 54 51 0.120 10d 107 89 81 80 76 71 69 60 59 56 0.128 1�d 121 101 93 91 86 80 79_ 66 64 6T , 0.131 Bd 127 106 97 95 90 84 82 68 66 63 0 � 0.135 16d 12d 135 113 103 101 96 89 B6 71 69 �, F6 � 0.148 10d 20d 16d 154 128 118 115 109 99 96 80 77 74 � � 0.162 16d 40d 184 154 141 137 125 113 109 91 89 85 m � 0.177 '.20d 213' 178 `155 150- 138 - 125 121 - 102-- _99 95 �" 0,192 20d 30d 222 183 -159 154 142 128 124 105 102 98 � - 0207i30d 40d 243 192 167 162 149 135 131 111 109 104 ,� 225 40d 268 'L02 ! 177 ' 171 159 144 140 I 120 117 112 -D i j- ` 116 �"' 0. 4 SOd 60d 274 207 181 � 175 � 162 148 143 123 120 I . m ��'� f 1-1/4 0.099 6d° 7d° 73 61 55 54 51 48 4T 42 41 40 .� --O.f113 6d" 8d 8d4 94 79 72 71 67 63 61 55 54 52 D � '��., - 0,120 10d 107 89 81 8D 76 . 71 69 62 60 59__ __._ _ fi1�fi _10d __ _121 -. -101 _----93-- 9I---__ -86---- ----80---- --_79 - - 7Q__ ----fi9_ _ _67 ---- ---__1.{__ � 0.131'8d° 127 106 97 95 90 84 82 73 ��72 70 fl7 �' � 0.135 16d 12d 135 113 103 101 96 89 �a �6 74 m �J� 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 � +�'�� 0.162 16d 40d 184 154 141 138 131 122 �� 103 100 95 , 0.177 20d 213 178 163 159 151 141 136 113 '110 1Q5 N ' � �{`� 0.19T�,20d 30d 222 185 170 166 � 157 145 140 116 113 108 �i� � � 020r'�'�,30d 40d 243 203 186 . 182 , 169 152 147 123 119 114 0.225 40d 268 224 200 193 177 160 155 130 127 121 0.244 50d BOd 276 230 204 197 181 163 156 133 129 124 1-1l2 0.099 7d° 73 61 55 54 51 48 47 42 4'I 40 0.1'13 8d° 8d° 94 79 72 71 67 63 61 55 54 ; 52 � 0 120�I tOd 107 89 81 80 76 71 69 62 i 60 �g � I, 0.128i 10d 121 101 93 � 91 �� 86 ' 80 79 70 69 67 ` 0-131'8d° 127 106 97 I 95 90 84 62 73 72 70 � 0.135 �6d 12d 135 113 103 101 96 89 88 �8 �6 �4 �, 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 ' 0.17T 20d 213 178 163 159 151 ' 141 138 123 121 117 0.192 20d 30d�� 222 185 170 166 157 147 144 128 126 120 . 0207I30d 40d 243 203 186 182 172 161 158 135 131 125 0.225 40d 268 224 205 201 190 178 172 '143 138 132 g 0.244 SOd 60d 276 23D 211 206 196 181 175 146 141 135 v � 1-3/4 0.1`I3 8d° 94 79 72 71 67 63 61 55 I 54 52 � 0.120i 10d° 107 89 81 80 76 � 71 � 69 62 60 59 0.128 10d° 121 101 93 91 86 80 79 70 69 67 II 0.135 16d 12d 135 113 103 101 96 89 88 78 �6 �a � 0.148 10d" 20d 16d 154 128 118 115 109 102 ' 10D 89 g7 8h 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 0.177 20d� 213 178 163 159 151 141 138 123 1?i >» C.192 20d 30d�� 222 185 170 166 157 147 144 128 126 122 �� 0.207 30d 40d 243 203 186 182 172 161 158 140 137 133 0.225 40d 268 224 205 201 190 178 174 955 :151 144 � 0244 50d 60d 276 230 211 206 '196 163 179 159 154 1A7 a� I 'I'abulated]ateral design values(Z)shall be multiplied by all applicable adjustment factors(see Table 10.3.1). � �; z�� ' �fabulated lateral design values(Z)are for common wire,box,and sinker nails(see Appendix L)inserted in side e��in witl�i nsiil a�is perpcndi�ular to wood � ` tibcrs;minimum��ail penetrahon,p,into the main member equal to l OD;and nail bendin ield stren ths F F 100,000 tii tiir 0.09�)"=0.142";F,n � _ �Y g � �b) y�, � � '-£` 90,000 psi for 0.142"<D<_0.177"; Fy6-80,000 psi for 0.177"<D<_0.236"; FYh=70,000 psi for 0.236°<D-0.271" ��`� '� When 6D S p<]OD,tabulated lateral design values(Z)shall be multiplied by p/l OD. � �� 1 N:iil length is insufficient to provide l OD penetration. Tabulated lateral desigi�values(Z)shall be adjusted per footnolc 3. -�`'. x�. ;