|
� THREE #14 SMS
<br /> � . -0,125 0.110 THREE #14 SMS 3,286
<br /> � � 0.17Q REQUIRED FOR � Revisions
<br /> � T � 0 0,200 LATERALLY BRACED
<br /> r, SPANS
<br /> � �--- �000=-i a o o REVERSED SPLICE 0,085
<br /> o � REQUIRED FOR DETAIL MU75 0.105
<br /> f-- 000---� T � LATERALLY BRACEp
<br /> in SPANS 6' LONG 272' �/C 0.070
<br /> 0,062 � � o REVERSED SPLICE
<br /> T' o _ o � 0.100 : 5.689.
<br /> in i: 0,110 � DETAIL MU74
<br /> 0 0.080
<br /> � � 0 6' LONG 280' �/C 0.085
<br /> �..._ :.
<br /> o� o � 0�140 10.000 �,,� , �'
<br /> 0 0 0.080 '' THREE #14 SMS ` : _._ :.: >: r;
<br /> _ : � _ ,; '
<br /> 1.000 1.513 �> ,_ :;,
<br /> � . _ 0,110
<br /> 0.100 10'x5.5' I BEAM M� THREE #14 SMS -1- M � T A L S
<br /> I 6061 T6 ALUM 60
<br /> M� 4'x3' I BEAM :_ MU 5'x3' I BEAM t'�4,000--� � 5.500----I 61 SAMSON BEAM � �. � ,,.. � � • �•
<br /> ,. O 6063T6
<br /> 56 6061 T6 ALUM 57 6061 T6 ALUM Mu 7 x4' I BEAM �
<br /> MU 7'x5.5' I BEAM QNAL F
<br /> Se 6061 T6 .A�UM 59 6061-T6 ALUM 1,000 �c��s ENS���ij, 3
<br /> __
<br /> _ _. 5.860 _ _ . _ _ . _ aQ � F�' v�_
<br /> � : . ��-5,500--� _ . �
<br /> Mu 7 I BEAM • J
<br /> 63 6061 T6 ALUM ` 64 6061 T6A ALUM _ . _ _ -1 j 2 f 4 �¢
<br /> ' A�
<br /> , ` 0.170 5.860 Mu 3.5' I BEAM N p ��
<br /> 3. 30 0.180 65 6061 T6 A�UM � �W t
<br /> 3/8' B L � p.� Z`��
<br /> _ 0,100 0,100 I----3.000--I� : 8 CS ,..,cn o `
<br /> M� 10'x5,86' I BEAM -��-�-0.100 A Z
<br /> J¢
<br /> 62 6061 T6 ALUM L040 . �+
<br /> , _. - � .
<br /> 5,000 0,090 . .ti;�� � �
<br /> '� � w �n
<br /> 10,000 � 3,500 O,o8� : Mu 3,5" I .$PLI � Y sr,,i�
<br /> o.i4o 0,090 7,000 ; o,3zo_ � if--o,100 _ 66 6061 T6 ALU � -, a ��'
<br /> _ . � F-pJ(j ,,
<br /> _ , �.�9� � - ` o O�p
<br /> , 0,600 _ 4,110--� � � v
<br /> __ . I 0,320 0,168 ``� �.,3_ 60 .� �
<br /> �'
<br /> _ - �1 ���9� � 0.41� . _ - O� C TERC' r .-
<br /> � 0.600 - 0,3500 � .� ,�.�
<br /> -'� . 0,090 ' � : 3/8' B�LT ` ! . n�.F�
<br /> I-----6.040 8 PLCS
<br /> 0,200 T _ ...
<br /> : ��E OF s
<br /> 6,040--� - _ 0,100 3.137 c,� � F9 �'io
<br /> 1' MIN 4.720 0,160 0,150 �'� 80PE 9
<br /> � 2• �• M�N I-- Mu . Mu 5"x3" I SPLICE
<br /> _
<br /> ' aie• Bo�rs <e P�cs� _ � 3is� Bo�Ts _ be �----f-1,350 6s _ '° 6061 T6 ALUM
<br /> ` ,._ ��.,PIACEMENT F�R 7. AND _ � 3�S , C SPLICE
<br /> 10' I BEAMS : � _ OREGON _
<br /> , 6� `� :� O r� � �� n {,� n 1,290�� 6061T6 `�G<y Zpo�
<br /> 3/8 BO�TS CS PLCS) ' I ` : C _ 31 .
<br /> - , � PLACEMENT FOR 3,5'. � � � � : S� .0 SPLICE �, _ qA(-PU'jN
<br /> AND 5' I BEAMS � �7�61T6 _ _ ��760
<br /> � -20' F❑R 3,5' I BEAM , :
<br /> 1' MIN _ : � : EXPIRES:DEC 31,2016
<br /> `24' FOR S' I BEAM _ _:
<br /> ' , 36' F�R 7' I BEAMS _ FEB 02 2016 -
<br /> 47' F❑R 10' I BEAMS
<br /> FULL STRENGTH SPLICES_ , _ cnrt Putn4M. P. E.
<br /> - 3441 IVYLINK PLACE
<br /> : 9..rJ.60 3/8' B�LT -LYNCHHURG. VA 24503
<br /> ; _ _
<br /> - " T^ �.165 ` CARLPUTNAM2COMCAST:NET
<br /> Q�pFESSlO 6,690 0,120 8 PLCS :
<br /> �.� p �
<br /> 3is� Bo�T M� 7" I SPLICE �� �,P �, �� Mu � �
<br /> �a 6061 T6 ALUM `-' � '� �,, c M P
<br /> .� $ �
<br /> , __...__ ��,
<br /> .k .&3U; 15 ,t � CMP
<br /> �/ u�c.
<br /> �/j �',9T rilV11. ���P -� G�,2�� �-- Flbrwi,,.
<br /> F�FCAL�Fd 74 7� C SPLICE `� G�,iSO �- MUSA05.DWG
<br /> s��e aow f
<br /> FEB 24 2014 6061T6 10° C SPLICE FC7R 10' I BEAM : "Ts
<br /> ICC ESR 1953(2012 IBC)2/24/2014 Page 29 of 106 6�61T6 ��,.:`��,
<br /> . ��
<br /> : � ,�+,d�i
<br /> 3
<br /> �
<br />
|