|
<br />SECTION 7
<br />
<br />SOLID ROOF PANEL PRODUCTS
<br />
<br />Table 7.1.2: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Aluninum Alloy 3105 H,14 or H-25
<br />
<br />'3" x 12" x 0.019" RIser Panol.
<br />
<br /> Open Bulldlna. Enclosed Building.
<br />Wind Appllod Ovorhang Condition Wind Appllod Overhang Condition I
<br />Region Load NONE 1 '-0" 2'-0" 3'.0" 4-0" Region Load NONE 1 '-0" 2'.0" 3'.0" 4'.0"
<br />I 102 M.P.H, 17 11'.11" 12'.1" 12'.7" 13'.4" 1~'.4- 102 M,P.H. 29 g'.I' 9'.4" 9'.1 l' 10.11" 12',2"
<br />1110 M.P.H, 20 10'.1 I- 11'.2" 11',8" 12'.6" 13'.7" 110 M.P.H. 35 8'-4- 8'.6' 9'.3" 10'.J" 11'.6"
<br />1120 M.P.H. 23 10'.3- 10'.S" 10'.11- 11'.10- 12',11" 120 M.P.H. 41 7'.8" 7'.11 " 8'.8' 9'.9" 11'.1'
<br />, 125 M.P,H. 26 9'.7" 9'.10- 10'.S" 11'.4- 12'.6" 125 M.P.H. 45 7'-4" 7'.7" 8'.4" 9'.6" 10'.10"
<br />i 140 M,P,H. 32 8'.8- 8'.11" 9'.7" 10'.7" 11'.10" 140 M,P.H. 56 6'.7" 6'.10- 7'.8" 8'.11" 10'-4"
<br />, 3" x 12" x 0.026" RI.or Panols
<br /> Open Building. Enclosed Building.
<br />Wind Appliod Ovorhang Condition ,'.yind Applied Ova 'hang Condition
<br />Region Load NONE 1 '-0" 2'-0" 3'-0" 4'-0" Rogion Load NONE 1'.0" 2'.0" 3'.0" 4'.0" I
<br />102 M.P.H, 17 13'.1,- 1 ~'.1- 14'.6- lS'.2" 16'.0- 102 M,P,H. 29 10'.8- 10'.10- 11'.4" 12'.J" 1 J' 4' I
<br />110 M,P,H. 20 12'.10" 12'.1,- 13'.S- 14'.2" lS'.l" 110 M,P,H. 35 9'.8" 9'.11' 10'.6" II.S" 12 7' I
<br />1 20 M.P,H, 23 11'.11" 12'.1" 12'-7" lJ'.4" 14'.S" 120 M.P.H, 41 8'.11" 9'-2" 9'.10" 1 0'-9" 12 .0
<br />125 M.PH, 26 11 '.3" 11'.S" 11'.11" 12'.9" 13'.10" 125 M,P.H, 45 8'.7" 8'-9" 9'.S" 10'-S" 11' 8" ,
<br />1 40 M,P,H. 32 10'.2" 10'.4- 10'.11" 1 1'-9- 12'.11" , 1~0 M.P.H. I 56 I 7'.8' 7'.1 1" I 8'-8" 9-9" 11 ~,
<br />
<br />J" x 12" x 0.032" Riser Panels
<br /> Open Building.
<br />Wind Applio d Ov.rhan Condition Wind
<br />Region Load NONE 1 '-0" 2'-0" 3'.0" ~'-o" Region
<br />1 02 M,P.H, 17 1S'.S- IS'.6' 1 S'.l I" 16'.6- 17'.~" 102 M.P,H.
<br />110 M.P.H, 20 14'.2" 14'.4- 14'.9' lS'.S" 16'.3" 110 M.P,H.
<br />120 M,P,H. 2J 13.3' 13'.S- 13'.10- 14'.6" IS'.6' 120 M.P.H.
<br />125 M.P,H. 26 12'-S- 12'.7" 13'-1- 13'.10- 14'.10" 125 M.P,H.
<br />140 M.P ,H, 32 11'.3- 11'-S" 11'-1'- 12'.9" 13'.9- 140 M.P,H,
<br />
<br />Note: Total roof Danel width = room Width plus wall width olus owmano.
<br />
<br /> Enclosed Building. -1
<br />Appllod QV8rhan Condition
<br />Load NONE 1 '-0" 2'.0" J'.O" 4'.0"
<br />29 1 1'.9- 11'.1'- 12'-S' 13'.J" 14' 3"
<br />35 10'.9' 10'.11' 11'.S" 12'-3' 13 S'
<br />~1 9'-1'- 10'-1- 10'.8" II'.)" 12 .9'
<br />4S 9'.S" 9'.8- 10'-J- 11.2" 12 5'
<br />S6 8'.6- 8'.9- 9'-4' 10'.5" 11 -8'
<br />
<br />I
<br />
<br />Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various loads
<br />Alumnum Alloy 3105 H,28
<br />
<br /> I 3" x 12" x 0.019" RIser Panols
<br /> 0 n Buildin . Enclosod Buildin .
<br /> Applied Owrhan Condition Wind Appllod Ove rha n Condilion
<br /> Load NONE 1 '-0" 2'-0" 3'-0" 4-0" Re ion Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br /> 17 13'.10' 13'.,,- 14'.S- IS'.l- lS'.11" 102 M.P.H. 29 10'-7" 10'.9" 11'.4" 12'-2' 1 J-J"
<br /> 20 12'.9' 12'.11" 13'-4- 14'.1- lS'.l" 110 M.P.H. 35 9'.8' 9'.10' 10'.S" '1'.4" 12.6"
<br /> 23 11'.11' 12'-1 ' 1 2'.6" 13'.4- 14'.4" 120 M,P.H, 41 8'.11" 9'.1" 9'.9" 10'.9" 11'.'1"
<br /> 26 11'.2" 11'.4" 1 1'.10" 12'.8" 1 3'.9" 125 M.P.H. 45 8'.6" 8'-9" 9'.S" 10'.S" 11 .8"
<br /> 32 10'.1' 10'.3" 10'.10" 11'.9- 12'.10- 140 M,P,H. 56 7'. )" 7'.10' 8-7" 9'.8" 11 ,..
<br /> -,
<br /> Enclosed Buildin . i
<br /> Wind Appliod Ovorhan Condition
<br /> 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'-0" 4'.()"
<br /> 17'.3- 18'.0" 1 02 M.P./i 29 12'-4" 12'.6- 12'.11' 13'.9" 14'.9'
<br /> 16'.1" 16'.11. 110 M.P./i 35 11'.3" 11'.S" 11'.11- 12'.9" 13'.10-
<br /> lS'.l" 16'.0" 120 M.P,/i 41 10'.S" 10',7- 11'.2" 12'.0" 13'.1 "
<br /> 14'-4" lS'-4" 125 M.P./i 45 9'.11- 10'.1" 10'.8" 11 '.7" 12'-9"
<br /> 13'.3" 14'.3" 140 M.P./i , 56 I 8'.11" I 9'.1' I 9'.9" I 10'.9" 1" .1,"
<br /> Enclosod Bulldin .
<br /> Wind Appliod Wind Appliod Owrhan Condition
<br /> Re ion Load 3'-0" 4'-0" Re Ion Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
<br /> 102 M,P./i 17 18'.10" 19'.7" 102 M.P./i 211 13'.8- 13'.10. 14'.3' 14'.1 I' 15'-10"
<br /> 110 M,P.H. 20 17'.6. 18'-4" 110 M,PH 35 12'.5- 12'.7" 13'.1' 13'.10' 14'.10'
<br />- 120 M,P./i 23 16'.8- 17',4" 120 M.P./i 41 11'.6" 11'.8' 12'.2" 12'.1 I" 14'.0"
<br /> 125 M,P./i 26 lS'.8" 16',6- 125 M.P./i 45 10',11" 11'.2" 11'.8- 12'.6" 13.7"
<br /> 140 M,P.H, 32 14'-4" lS'.3" 140 M.P,/i 56 9'.10" 10'.1" 10'.8" 11'.6' 12'.8"
<br /> Note: Total roof panei widlh = room width plus wail width plus o-.erhang,
<br />
<br />
<br />SEAL
<br />
<br />Lawrence E. Bennett, P.E.
<br />CtVl. ENG#EER ' DE\IE1.OPfENT CONSU. T ANT
<br />P.O, BOX 4368, SOVTli DAYTONA, FL 32121
<br />lBB'I-tOI'E (g()4) 787'4n4
<br />FAX (9Q.4) 787,8556
<br />
<br />PAGE
<br />
<br />120
<br />
<br />@ COPYRIGHT 1998
<br />NOT TO BE REPROOUCED N WHOU: OR N PART WTTHOUT TlE WRITTEN PERl.lSSlON OF LAWRENCE E. BaN:TT, P.E.
<br />
|