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<br /> E�tabli�h contributory load valucy imposed upon othcr girdcr trusse� or _
<br /> besms bascd an the bearin oint lacation aton the s an.
<br /> List all pirder trus�ea and beams which p0 Whan one ctructurel member bearc ita loed on enother
<br /> b�ar iheir loada at ono ar both ands on • struotural member, tha contributary laad must be determ�ned
<br /> '� other trussea or beems from Step No. 8A for both beerinq points of the pirder truss or beam.
<br /> Where the loed is pleced elonp tha �pan determines the
<br />� Structurel Muttiply Multiply Multiply contri6utary (oad vaSuss for �ach bearin{� potnt.
<br /> member ��d �/�a Velue Velue Velue 1`!—"'— Overall S an af irder truaa or 6�sm —'–+►�I
<br /> I,O. NO. ti(riCS timeS IitTt08 U othsr pird•r or } tt oth�r yirdar or � i!othar girdar or
<br /> Ott lans 0.6? 0.5 0.33 b�am 4rp,pt.Is in � b��m bry.pt.is ln ; b��m b�p,pt.i�In
<br /> �' �23y" l4q'7 ��� �3� First 3rd of■ en ; Middle 3rd al • an ` L�st 3rd ol aoen
<br />� x t� o t��.� �a �� 1
<br /> USE USE USE
<br /> YALUE VAIUE VAlUE
<br /> • ' ' V15 � V16 V17
<br /> , !n St�rp Na,8C In Stap Na.8C In St�p No.8C
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<br /> � When catculating load at this bearing point
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<br /> Y1$ Cantinus xo resnter Va1ueV1 unxii the tata!
<br /> � � V�'Jr . V�f� �/�� PRIMARY b,eering point Joad hes been determined,
<br /> 8C , �ist all girder trusses�and beams which DO have
<br /> Calculatc all contributo load valucs im oscd u on other other irder trusses or bearns bearin heir I ,
<br /> r}' P P 9 � g t oads
<br /> ircicr tr-u:�ses or beacns to ALL PRIMARY bearin� �ints. upon ihem from Stap No. 8A tEnter both ends A & Bt �
<br /> �; St�ucturd � I.D. Number of Girder or Beam bearing � � Struccural i L0. Number of Girder ar 8eam bearing
<br /> iL ;, l �
<br /> -� i , member its toad on thia sttuc2urat member . � ' mem6er �its toad on this structural member
<br /> � N � I,D.number N I,D number
<br /> j E � on plans From$8 Ftom$8 From 88 ! � on pia�s From 88, From 88 From 88
<br /> '�` ; , � e�e�p.�c. �IS �vi6 �i � :j � : ��e.q.�. �vu� v�ra �va
<br /> � � {E�1D•A} ColuFnn 1 Calufin 2 Co3uFnn 3 t ?� 1END -6} Colulnn 1 Cci�uh}n 2 Colulnn 3
<br /> i , �yq'I o t � l �
<br /> I'� 2 • 2 ' •�. �'-'` _
<br /> 3 • ' 3 �-'' ' `
<br /> 4 Add cotumn ��� i'^`'�..� � d Add aclumn „�t.,,,_ ��.:+�, {3�
<br /> ' 5 Add polurtn totels frorn lina 4 e�d entar here-'—" I�� ! 5 Add colurrn totais from line 4 and enter hare-----� � '�j�
<br /> 6 Entar Vaiue irom Step No 8A ,��j� 6 Enter Vaiue�� fram Step No,8R Z,�
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<br /> 7 Add Line 5 to Line 6 end Enter total here 18 � ','Q C�, � 7 Add Lino 5 to Lino 6 end Enter tatal here 18 � ?J.�� �
<br /> !}this is�Prittiary bearinp point load enter I.D.!f �� � U this is tf Frimaty hearinp point toad entcr t.D.Sl i
<br /> and value`/l$�i�Step No.8D. ��..,� ,,.��� and valueW�$in Step No.8d.
<br /> H thia i��Contributory beerinp point load reenter I.D.A" ,.--''�.,,, ' Ii this is a Contributory baarinp point load reenter LD.if
<br /> and value ] in Ste Ne.8B. � � a�d value�� in Stec No.86. ``'�
<br /> '� Structural i.D. Number oi Girder or Beam bearing i ' Structural ;I.O. Number ai Girder or 8eam bearing
<br /> : � � �
<br /> i � member its load o�thia structural member � ! j member its load an thia structural member
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<br /> � N �.d.number � N 1 i.0.number
<br /> E on plans From 88 Ftom 88 From 88 E � on plans From 88 From BB From 8@
<br /> j at Brp.P[. V� Vl Vl X et s�o.pt. Vl V1 ' Vl
<br /> (ENb•A) Calu n 1 Colu 2 � Colu n 3 (END -6) Colu 1„ Colu nn 2 Colu 9
<br /> t $2(0 7a B2 i �2� �d'2a gZ`�
<br /> z z
<br /> � g ,. �
<br /> � l�•"�(� .a�_ �r,,,;.�
<br /> 4 Add colurm � -•"� ',��D �%•^�..,�, -'�-� 4 Add colurcn I -
<br /> 5 �ldd column totds irom Iina 4 and enter hare--^—i" '�j�Q 5 Add colurm tatnls from�Iina 4 and ente�haro—""� ��a
<br /> 6 Entor Vdu• �"� irom Step Na.8A �3 g� 6 Enter Value �� trom Step No.9A ��$Q
<br /> 7 Add lin�5 ta Cina 6*nd Entar tatit her� �$ '�'l, �� 7 Add tine 5 m line 8�nd Enter totai har� � �„']�"s(,,�
<br /> H this i��Prirrwy beerinp pant load enter I.D.�f , N thi�ia r Prime�ry bexinp pant loed enxer I.D.�
<br /> .�a,►.��oY18��sceP No.ea. • � and vdue V-�$in Step Na.8D. �'•- ��
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<br /> tf thia is a Cantributcry bearin�paint Ioad rae�ter I.i}.l y if this is a Conttshutary bearinq goint laad raentar I.D.l �-''�'' �`
<br /> end vwl ie � �'
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