39117 9TH AVE - Laserfiche WebLink

Browse Search

, , � , . , . , �, • � , . .. . , ' ' • . ' "i; . - � , ' � - �� ; • , � , i � � � 1 � i i I e s � ' tontinued , � ut a roo rom� mem ar� t at ear t eir oa a on t e iet s roo rame�mem ore t at ear t eir oa • on t • �paciflc pirder trusa or beam I.O. No, liatad below; specific girder true� or boem I.D. No, liated below; I Oirdar Truss or Beem I.D. No. �� 1 • airdor Truss o� B�am I.D..No. �� ' n Structurol Loada from nuentity of (Total9) � Structural Loada trom. nuentity of (Tot�l�) • r membe�r , � M membera with Add linea �1 • member � � M membera with' ..,,� �Add:lfne� 1 X I.D. No. A same I.D. No, thru 10 & X 1.0. No. A seme I.D. No. thru 10 & on plans aluea T beerina on thi� enter sum on plana aluea T bearing on thit enter sum which e I H beam or truas on line 11 which�ap I H beam or truaa on line i l � 87 x = 37 � J38 = = 283 2 � 12/ _ '-E = 2 2'l 297 x I = '7 3 �b 3 x = aSq 3 J28_ zi� x '.3 = 4 x = 4 2� x � � 5 x = 5 J 0 Z x ?j = 0 e x = e 3"1 l S6 x 1 = 1 Sb 7 x = 7 3 ip �Cl'�D x � �o e x = e � 3z x = o s x = s ' x - �o x �o � x - 11 Sub-Total � 11 Sub-Totel —� Q 12 Divide Line 11 b 2 = � 12 Di;vide Line 11 b 2 = � $ If this Girder Truss or Beam has any structural members If this Girder Truss or Beam hae any structural membera directly adjacant and parallel to it;calculate the square � directly adjacent and parallel to it, calculate the 9quare (ootage of the area batwaen these mambers from (ootage of the are�a between these members from , 13 bearin point to bearin poi�t and enter HERE , 7 3 bearin point to bearin 7 point and enter HERE 3 �(i(o 14 Divide Line 13 b 4 = ' .3 14 Divide Line 13 by 4� _ �(�(� 15 Multipl Line 14 hy Velue � V� _ $S 15 Multiplv Line 14 bylVelue � �/ � — ��O 18 Add Line 12 end Line 15 = V�4 —� �� 18 Add Line 12 and Lina 15 � �/ �4 —� ��g ist a roo ra(�i—me mem ers t at ear t eir oa s on t e , ist 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 tru'ss or beam I.D. No. tisted below; L : L � Girder Truss or Beam I.D. No. � � Girder,Truss or Beam I.D. No. � Structural Loads from Quantity of (Totals) n Structural Loads from Quantity of (Totals) � member V 5 V 10 M� members with Add lines 1 � member V 5�0_ nn members with Add lines 1 I.D. No. V 13 A same I.D. No. thru 10 & I.D. No. 3� A same I.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 vvhich;aoalv H beam or truss on line 1 1 1 � x = 1 � x = 2 , x = 2 � x – 3 x = 3 � x = 4 x = 4 I x = 5 x = 5 �� x – 6 x = 6 x = 7 x = 7 x = S x = 8 x = 9 x = 9 x – 10 x = 10 x – 11 Sub-Total ► 11 ; Sub-Total � 12 Divide Line 11 b 2 = 1 2 Di�vide Line 11 b 2 = If this Gi+der 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 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 bearin4 ooint and enter HERE 14 Divide Line 13 b 4 = 14 Divide Line 13 b 4 = 15 Multi I Line 14 b Value �V I = 15 Multi I Line 14 b Value � V I = 16 Add Une 12 and Line 15 = V 14 "� 16 Add Line 12 and Line 15 = V 14 -� Any girder truss or beam bearing point that has a continuous vertical load path to the fouridation 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 point load. E Ail girder trusses and beams which do NOT have other g�rder trusses or be�ms be�nng the�r load upon them must now � be lis[2d with their load values m Step N�� QD unifar thc: V•ilur; Column.