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a <br />CLIENT: AIDCO JOB N0. 3435.00(X) <br />PROJECT:PAY N SAVE: 5-0126 SHEET 1.4 OF <br />CALCULATIONS SCHEME I- pENETtZATING MADE BY AGA DA�=89 <br />VERTICAL ANTENNA ROOF MOUNT CHECKED BY A(k DATE G•zi `39 <br />STANDARD BEAM DEPTH <br />BEAM TYPE: GLULAM WIDTH: 5.1 IN <br />DEPTH: 24.0 IN <br />VERTICAL FORCE, <br />ANTENNA WT. :•�� <br />STD 3-1/2" DIA= 7.58f/' X 6" = 45 <br />150 � <br />+MISI:(20$) = 30 <br />---180 �' <br />LATERAL FORCE <br />WIND= 80 MPH <br />P= Ce x Cq x qs x I <br />FW = Pi/4 x 6"2 x P <br />Ce= 1.3 <br />Cq= 1.3 P = <br />qs= 17 FW = <br />I= 1 <br />BOLTS & LAGS <br />SPACING:SOLT-x= 6.0 <br />(INCH) y= 3.5 <br />SHEAR VALUE: (lb) <br />BOLT:p= 1400 x 1.33 = <br />q= 630 x 1.33 = <br />28.7 lb <br />812.3 lb <br />1862 <br />838 <br />R�o �t <br />�-X= <br />MOMEMT <br />ARM = 50.5 IN <br />3.0 <br />M= (6.5+2+42)x 812 = 41022 <br />BOLTS = 14.5 X 1862 (RESISTANCE)= -26999 <br />MOMENT ON 4 BOLTS = 14023 in-lb <br />LOAD PER BOLT ON BOTTOM PLATE= <br />FW/2= 406.16 < 1862 lb OK <br />STJh�7�TI0N OF MOMENT ABOUT L <br />1862 x 14.5 = 26999 <br />MOM ON 4 BOLTS= 14023 <br />812. x 50.5 -41022 <br />0 - CHECK OK <br />