Laserfiche WebLink
� i ' '��� <br /> i ' � <br /> ' , . I ` • , '• , ', ., ' <br /> � • � • � � . <br /> i � , � � <br /> i ' � , <br /> , 1 � I <br /> I ! <br /> � I <br /> I � <br /> I <br /> � ' � <br /> 1 <br /> S@ 7 t Calculate v+irsd laads for fi�ne me�nt�s rner t�as�eas; i <br /> Pati Po Cmered F�hies, etc. � ' R�ar►Aree <br /> tist 21!rooY trar�ir�merrbas that e�nd over any v 1 x i.2s = S•�+$ t,�iift EaQar <br /> rooled apa►,are�d a Qatio,cariaort.portil,etc <br /> �� �/�(p,� �1 M US'f L� L�.�D SULCRI� �1 AfQ� M ' h1�3(t'1 M L1Sf L� �� <br /> �rorber �s�,ce or a � t�,cam A V 5 Yb t� "� as�,oe or A � q�, fu,c�an � V 5� Vb � <br /> LD.nirfier roaf frarr�e T f�rea vaiue 7 OPBV LD. rnof frarre s ' Area vaius T C�85� <br /> OYi�712f1S tT$Y��f ti �ift {lESlft� N W�V v�� � Oti j�13(tS tTEfT'�Pl H I �.�IIfL �f�1L� H Y�� v�� �� <br /> •t�'Spa"~ Facza V 12 V 19 "�"S�ar'R i Facc°` V 12 V 19 <br /> � <br /> 'Z x�6� � + (�,Z'"J b2 x i + <br /> A13 33 x d. `�� + �d.a _ 7'�( � i + <br /> � x d.o �, + _ '12 i ■ ' + <br /> 1 a X •b + 3L x ' + <br /> /q!�} do x sya + s+�p c�o x , + <br /> 7•33 x Z + 721 x ' + <br /> do x da •la + ,d.o - •�o x + <br /> 2 4.t't x ,do Y + � ��Z x ' + <br /> 2" oi..> x d.� + d+ da x + <br /> �G3 �` z + .!-a x ' + <br /> z,'j x S4s + � 'r 353 x ' + <br /> .! i x �a + �1 ��-T x ! + <br /> �l zg . 3 I x I • + 3 8 o x ' + ' <br /> •.i 3o Si x 28 + 2o x Z3o x ! + <br /> • .ZS x 5 + 2.g 336 x + <br /> t�st I.D.r�trt�ers of a!1 Step t�b.7 roaf frarrirg rrerrt�exs along wth <br /> the re�tiveY13 Ioads on ttie Car�ta Specif;catiion Chart. V]3 , , V i3 <br /> S f? 8A , <br /> Calculate;V4'ind Load Values foz• all i•oof f�•amin� eie•der i:•usses :tnd beams at tlyeir beac�ing p�oints. /q,, <br /> ( Do NOT list headers Aver ext:'& i�t. bearing wall openings in this calculation siep. See Step No. 9 } �'� <br /> S e N a bottam of $A � <br /> �st a roo rame mem ers,t at ear t e�r oa sd on t�ie� ; �"T st ai roo rame mem ers t at ear t eir aa s on t e `: <br /> ,specific girder truss or beam•I.D. No, tisted below; � i specific girder truss or beam I.D. No. listed below; ; <br /> � Y �'►O ! <br /> i Girder Truss ar Beam I.D. No. � � � � Girder Truss or 8eam 1.D. I�to. <br /> � Struciura! Loads fram Quantity of {Totals} � Structural loads;fram Cluantiiy of iTataisf <br /> e rnemlaer YS (V1Q M members wfth Add lines t e member V5 �. 10 M memhers with Add lines 1 <br /> ll I.D. Na. V1— 3 �— A sarne I.D. No, thru 10 & �J I.D. No. 1/13 I A same l.D. No. thruil4 & <br /> an pians Values T bearing on this enter sum an plans Values T bearing on this enter sum <br /> which ao ! N beam ar truss on tine 1 1 which'ao t N beam o� truss on iine 1 1 <br /> � p� 223`-t x I = 2Z3'�} � ..�2? ZR7 X t = 2�? <br /> 2 p 2 5� x � — �(°J 2 �}2$ 21 x 2 = 24 Z <br /> s Ao3 d� X 1 � _ yg 3 .I29 b'3 X 2 = 3�z� <br /> a p y� X !' �!`! � .130 �2 X 2 = �o'} <br /> 5 A_..�..._ x 1 = 5�a 5 .,1'3 � 2.�f'1 X 11 = 2b S�1 <br /> s X s � X = <br /> � X - 7 ' X = <br /> 8 � x — g ' x = <br /> 9 � x = 9 � x = � <br /> 1Q i x 10 I x — I <br /> 11 I Sub-7ota1 ► y�t3o 11 � Sub-Tatat � 2U <br /> 12 Divide Line 11 b 2 = 22{ 12 Divide �ine i 1 b 2 = �9bf3 <br /> !f ihis Girder 7russ or Seam has any structural mernbers !f this Girder 'Crus's or 6eam has.arry structural s�riembers <br /> directly adjacent and parallel to it, calculate the square , di�ectly adjacent and parallel to it, calculate the squ ire <br /> faotage o't the area between these members from faotage of the area between these members trom <br /> 13 bearin oint to bearin aint and enter HERE 2 . .� 13 bearin oint to b�earin aint and enter HERE 1'�6 <br /> 14 Divide Line 13 b 4 = �.3'� 14 Divide Line 13 b 4 = �`�' <br /> 15 Multi I Line 14 b Value ►" V 1' l`'�'`l' 15 Multi ! Line i4 b Value �"V 1 2.�4"' <br /> 16 Add Line 7'2 and Line 15 = V 14 -� �?js' 16 Add �ine T 2 and L's'ne 'i 5 = V ld "� Z2 3 <br />