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<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 />Aluminum Alloy 3105 H,14 or H,25
<br />
<br />I 3" x 12" x 0,019" Rlu, Panol.
<br /> Open Building. Enclosed Building. -i
<br /> Wind Appllod Ovorhang Condition Wind Appllo d Overhang Condition
<br />1 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" 14'.4" 102 M.P.H. 29 9'.1" 9'.4' 9'.11" 10'.11" 12'2"
<br /> 110 M.P.H. 20 10'.11" 11 '.2" 11'.8" 12'.6" 13'.7" 110 M.P.H. 35 8'-4" 8'.6" 9'-3" 10'.3" 1 1 '.6"
<br />1120 M,P.H. 23 10'.3" 10'.5" 10'.11" 11'.10" 12'.11" 120 M.P.H. 41 7'.8" 7'.11" 8'.8" g'.g" 11'.1"
<br />, 125 M.P.H, 26 g'.7" 9'.10" 10'.5" 11',4" 12'.6" 125 M.P.H. 45 7'-4" 7'.7" 8'.4" 9'.6" 10'.10"
<br />[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 />1 3" x 12" x 0,026" RI..r Panola
<br /> Open Building. Enclosed Building. I
<br /> Wind Applio d Ovorhang Condition ,"Yind Applied Ovorhang Condition
<br /> Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'.0" 2'.0" 3'.0" 4'.0"
<br />, 102 M.P.H. 17 13'.11" 14'.1" 14'.6" 15'.2" 16'.0" 102 M,P,H. 29 10'.8" 10'.10' 11'.4" 12'-3" 13'.4'
<br /> 110 M.P,H. 20 12'.10" 1 2'. 11" 13'.5" 14'.2" 15'.1" 110 M.P.H, 35 9'.8" g'.11" 10'.6" 11.5" 12'.7" i
<br /> 120 M.P.H, 23 11'-11" 12'.1" 12'.7" 13'.4" 14'-5" 120 M,P,H. 41 8'.11" 9'.2" g'-IO" 10'.9" 12'.0 i
<br /> 125 M.P,H. 26 11'-3" 11'.5" 11'.11" 12'.9" 13'-10" 125 M.P.H. 45 8'.7" 8'.9" 9'.5" 1 0'-5" II 8 I
<br /> 1 40 M.P,H. 32 10'-2" 10'-4" 10'.11' 11'.9" 12'.11" 140 M.P.H, 56 7'.8' 7'-11" 8'-8" g,g" 11 1 !
<br />
<br />, x 12" x 0.032" Riser Panel.
<br /> Open Building. Ene lased Buildings
<br />Wind Applied Overhan Cond Itlon Wind Applied Overhan Condition
<br />Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'-0" 2'-0" 3'.0" 4'.0"
<br />, 102 M,P,H. 17 15'.5" 15'.6" 15'.11" 16'.6' 17'.4" 102 M.P.H, 29 11'-9" 11'.11" 12'.5' 13'.3" 14',3'
<br />110 M,P,H, 20 14'-2" 14'.4" 14'.9" 15'.5" 16'.3" 110 M,P.H. 35 10'.9" 10'.11' 11'-5" 12'-3" 13'-5 '
<br />120 M,P.H. 23 13'.3" 13'.5" 13'.10' 14'.6" 15'.6" 120 M.P,H. 41 9'.11' 10'.1" 10'.8' 11'.7" 12'.9"
<br />125 M.P.H. 26 12'.5" 12'.7" 13'-1" 13'.10' 14'.10" 125 M.P,H. 45 9'.5" 9'.8" 10'.3" 11 '-2" 12'-5'
<br />140 M.P,H. 32 11'.3' 11'-5" 11'.11" 12'.9" 13'.9" 140 M.P.H. 56 8'-6" 8'.9' g'.4" 10'.5" 11 -8"
<br />Nol.: Total roof panel width = room width olus wall width olus owmano
<br />
<br />Table 7,1.3: Allowable Spans for Industry Standard Riser Panels for Various loads
<br />Alurrinum Alloy 3105 H"28
<br />
<br />
<br /> Enclosed Buildin .
<br /> Wind Appliod Overhan Condition
<br /> 3'-0" 4-0" Re ion Load NONE 1'.0" 2'.0" )'.0"
<br /> 15'.1" 15'.11" 102 M.P,H, 29 10'-7" 1O'.9" 1 1'.4" 1 2'-2"
<br /> 14'.1" 15'.1" 110 M.P,H. 35 9'.8" g'.10" 10'.5" 1 1'-4"
<br /> 13'.4" 14'.4" 120 M,P,H, 41 8'.11" 9'-1" g'.g" 10'-9"
<br /> 12'.8" 13'.9" 125 M,P.H. 45 8'-6" 8.9" 9'-5" 10'-5"
<br /> 1 1'-9" 12'.10" 140 M,P.H, 56 7'.7" 7'-10" 8'-7" 9'.8"
<br /> Enclosed Buildin .
<br /> an Condition Wind Appllod Overhan Condition
<br /> 2'-0" 3'-0" 4'-0" Re ion Load NONE 1 '-0" 2'-0" 3'-0"
<br /> 16'-8" 17'.3" 18'.0" 102 M.P,H. 29 12'.4" 12'.6" 12'.11" 13'.9'
<br /> 15'.5" 16'.1" 16'.11" 110 M.P.H. 35 11'.3' 11'.5" 11'.11" 12'.9"
<br /> 4'.5" 15'.1" 16'.0" 120 M.P.H. 41 10'.5" 10'.7" 11'.2" 12'.0"
<br /> 13'.8" 14'-4" 15'-4" 125 M.P,H. 45 9'.11' 10',1" 10'-8" 11'.7"
<br />11'.11" 12'.5" 13'.3" 14'.3" 140 M.P.H. 56 8'.11" 9'.1" g'.g' 10'.9'
<br />
<br />4'.0"
<br />13-3"
<br />12-6"
<br />11',11"
<br />11,8"
<br />~'.J--J
<br />
<br />--=1
<br />
<br />4'-0"
<br />14'-9"
<br />13'.10"
<br />13.1"
<br />12'.9"
<br />11'.11"
<br />
<br /> x 0.032" RIser Panols
<br /> 0 n Bulldin .
<br /> Wind Appliod Ovarhan Condition Wind
<br /> Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Re ion
<br /> 102 M.PH 17 17'.10" 17'.11" 18'-4" 18',10" 19',7" 102 M.PH
<br /> 110 M,P,H. 20 16'.6" 16'.7" 16'.11" 17'.6" 18'-4" 110 M.PH
<br />. 120 M,P.H. 23 15'-4" 15'.8" 15'.11" 16',8" 17'-4" 120 M.PH
<br /> 125 M.PH 26 14'.5' 14'.7" 14'.11" 15'.8' 16'.6" 125 M,P.H.
<br /> ,140 M,P.H. 32 13'.0" 13'.2" 13'.8" 14'-4" 15'.3" 140 M.P.H.
<br />
<br />Enclosod Bulldln .
<br />Appliod Ova,han Condition
<br />Load NONE 1'-0" 2'-0" 3'-0"
<br />29 13'.8" 13'.10" 14'.3" 14'.11'
<br />35 12'.5" 12'.7" 13'.1" 13'.10"
<br />41 11'.6" 11'.8" 12'.2" 12'.11"
<br />45 10'.11" 11'.2" 11'.8' 12'.6"
<br />56 9'.10" 10'.1" 10'.8" 11'.6"
<br />
<br />4'.0"
<br />15'.10"
<br />14'.10'
<br />14'.0'
<br />13'.7"
<br />12'-8"
<br />
<br />Note: Total roof panel widlh = room wid1tl plus wall widlh plus o....rhang
<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 (1lOo4) 787.. 4 n 4
<br />FAX (9Q.4) 787-8558
<br />
<br />SEAL
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<br />@ COPYRIGHT 1998
<br />NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERt.lSSION OF LAWRENCE E. BENErT, P.E.
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