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' � , f • , I, . , , ., . I I . � ; . . " • ; , �� - {- Q Z3 , _ . 6 �,� , . . ; . _ . , ' : , ' _ i � • . � , - ' . , , -. , ; - ' , . , . , ,- � � , . , � i ; � I � � e 8 ' continued � I ut a roo i ►�m• mem er� at ear t eir oa a on t e iet a roo rame mem er� t at ear t eu o� s on t • �pociHc pirder tru�a or be�m I.O. No. liated below; �pecific flirder true�'or beam I.D. No. liated below; � �' � �t10 � `► ' �21 � ( �irder Truss or B�am I.D. No. I Oirde► T�uss or B�em I.D. No. n Structural i Loada from Quantity of (Totala) n Structural Loade from nuantity of (Totals) � member M membero with Add linea 1 • member M memben with Add line• 1 X I.D. No. • A �ame I.D. No, thru 10 d� X I.D. No. � A �ame I.D. No. thru 10 b on plans aluea T beering on thie enter sum on plans aluaa T beaiing on thi• •nter •um !which a I H beam or truae on line 11 which ep I H beam or truaa on lina 11 1 21 '�, 2 '1 x = q�} 1 �. 29 x 2 = Q 2 28 � ZI x = �g 2 Z Z I x = 3 2� '3 x = �is2 3 2 � x = 652. 4 D 2DZ x = $0$ 4 p Zp2, x = $O$ 5 1 2`� 1 � = 28 5 J 3I Z�{ x S � l Zo a : = a � x � ix - � ' x � 9 x = g x � 9 x = 9 ' x — 10 x — 10 , x — 11 i Sub-Total i �O 11 I Sub-Totel —► 7�'3 1 2 � Divide Line 11 b 2 = �Z 3 1 2 Divide Line 1 1 b 2 = $ �„ If thia Girder Truss or Beam has any etructural members If this Girder Truss'or Beam hae any structural members directly edjacant and parallel to it,•calculate the square directly adjacent an�d parallel to it, calculate the square' (ootage of the area between these members from footage of the arealbetween these membera from � i ; 19 bearirt point to bearin point and enter HERE 5'(7 13 bearin oint to bearin point and enter HERE 14 Divide Line 13 6 4 = � 14 Divide Line 13 by 4 �= O.(�(rs" 15 Multipl Line 14 by Value � �/� = 21�{'. 15 IVlultiplv Line 14 by Velua '� �/ � — ^a� 18 Add Line 12 end Lina 15 = V�4 —� Z.S�7 18 ,4'dd�Line 1 2 end Line 15 = V �4 —� �O$ � ist a roo rame mem ers t at ear t eir oa s on t e � i5t a roo rame mem ers t at ear t eir oa s on t e specific girder truss or beam I.D. No. listed below; � specific girder truss or beam I.D. No. listed below; i � ;Girder Truss or Beam I.D. No. B 2� � � Girder Truss or eeam I.D. No. B Z � Structural Loads from Quantity of (Totals) � Structural Loads,from Quantity of (Totalsl. � member V5 V 10 M members with Add lines 1 � member V S I�0 nn members with Add lines 1 I.D. No. V 13 A 'same I.D. No. thru 10 & I.D. No. 3I A same t.D. No. thru 10 & on plans Values T bearing on this enter sum on plans Values � T bearing on this enter sum which aooly H beam or truss on line 1 1 �Nhich aoply H beam or truss on line 11 � 82S 3'fo x = l D2o � Z"7 ZR"1 x I = Z�t 2 g 2� l��o x I = l�`fo z 28 !Z I x 3 = 363 3 x = 3 .1 Z.`� �0 3 X 3 = � 4 x = 4 ,,� 30 ZOZ x � = pG 5 x = 5 ., 3 � z�F 1 x 3 = 7z3 6 x = 6 � I �q'? x � = 2 7 � x ' _ � � f b3 x I = t63 8 x = s �J 3 S 202 x I = 2.v2 9 x = 9 � x - 10 i x = 10 x - 1 1 , Sub-Total � 2�1�00 1 1 Sub-Total � 3�`�'D �2 I Divide Line 11 b 2 = (3$O 12 Divide Line 11 b 2 = �57� If this Giriier Truss or Beam has any structural members If this Girder Truss or Beam has any structural members directly adjacent and parallel to it, calculate the square , directly adjacent and parallel to it, calculate the square 'i footage of the area between these members from footage of the area between these members from 13 bearin oint to bearin oint and enter HERE 13 bearin oint to hearinq ooint and enter HERE 3y.66 14 Divide Line 13 b 4 = 14 Divide Line 13 b 4 = .(�(r 15 Multi 1 Line 14 b Value �V I = 15 Multi I Line 14 b� Value � V I = �'10 16 Add Line 12 and Line 15 = V �'4 �� 3$a 16 Add Line 12 and Line 15 = V 14 —� (��}O Any girder truss or beam bearing point that has a continuous vertical load path to the foundation is a primary bearing N point load. Any girder truss or beam bearing point that bears its load upon another girder truss or beam is a contributory 0 T bearing po�int load. E All girder trusses and beams which do NOT have other girder tr�sses or beams bearing their load upon them must now � , be list2d with their load values in Step Nc�. 8D under the V�lue Column