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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 />Alurnnum Alloy 3105 H,14 or H,,25
<br />
<br />J" x 12" x 0,019" RIser Panol.
<br /> 0 n Bulldln . Enclosed Bulldin .
<br />Wind Applied Ovorhang Condition Wind Appllo d Overhang Condition ---j
<br />Ro ion Load NONE 1'-0" 2'-0" 3'.0" 4-0" Re Ion Load NONE 1'-0" 2'.0" 3'.0" 4'.0"
<br />, 102 M.P,H. 17 11'.11' 12'.1" 12',7" 13'.4" 14'.4" 102 M,P,H, 29 9'.'" 9',4" 9'.11" 10'.11" 12'.2"
<br />! 110 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'.3" 11'.6"
<br />, 120 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 />140 M.P,H. 32 8'.8" 8'., '" 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.o, Panola
<br /> Open Building. Enclosed Building.
<br />Wind Appliod Ovorhang Condition ,Viind Applied Overhang 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 />1 02 M.P.H, 17 13'.11" 14'.1" 14'.6" lS'.2" 16',0" 102 M,P,H. 29 10'.8" 10'.10" 11'.4" 12'.3" 13' 4" I
<br />: "0 M.P,H. 20 12'.10" 12'.11" 13'.5" 14'.2" 15'.1" 110 M,P.H, 35 9'.8" 9'.11' 10'.6" 1 1'-5" 12.7' I
<br />120 MP.H, 23 11'.11" 12'.1" 12'.7" 13'.4" 14'.5" 120 M,P,H. 41 8'.11" 9'.2" 9'.10" 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" 10'-5" 11' 8"
<br />140 MP.H, 32 10'.2" 10'.4' 10'.1 I" 11'.9" 12'-11" 140 M.P.H, 56 7'.8' 7'.11 " 8'.8" 99" 11 1
<br />, x 12" x 0.032" Riser Plnels --~--'I
<br /> Open Building. Ene lased Buildings -~
<br />Wind Appliod Overhan Condition Wind Appliod Overhan Condition
<br />Region Load NONE 1'-0" 2'-0" 3'.0" 4'.0" Region Load NONE 1 '-0" 2',0" J'.o" 4'.0"
<br />1 02 M,P,H. 17 lS'.S" 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' lS'-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'.S' 13'-10' 14'.6" 15'.6" 120 M,P.H. 41 9'.11" 10'.1" 10'.8" 11 '.7" 12.9"
<br />125 MP,H, 26 12'.5" 12'.7" 13'.1' 13',10' 14'.10" 125 M.P.H, 45 9'.S" 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' 9'.4" 10'-5" 11 .8"
<br />Noto: Tolal '001 Danel Width = 'oom Width Dlus wall width Dlus o,",mano,
<br />
<br />Table 7,1,3: Allowable Spans for Industry Standard Riser Panels for Various Loads
<br />Alurnnum Alloy 3105 H"28
<br />
<br /> 3" x 12" x 0.019" RIser Panola
<br /> Open Buildino. Ene los od Buildinos
<br /> Wind Applied Overhano Condition Wind Appliod Overhana Condition
<br /> Reoion Load NONE 1 '-0" 2'-0" 3'-0" 4-0" Re olon Load NONE 1'.0" 2'.0" 3'.0" 4'-0"
<br /> 102 M,P,H, 17 13'.10" 13'.11" 14'.S' lS'.l" IS',11" 102 M.P.H. 29 10'-7" 10'.9" 11'.4" 12'-2" 13 -3"
<br /> 110 M.P,H. 20 12'.9" 12'.11" 13'.4" 14'.1" lS'.1" 110 M,P,H. 35 9'.8" 9'.10" 10'-5" 11 '.4" 12,6"
<br />, 120 M.P,H. 23 11'.11" 12'.1" 12'.6" 13'.4" 14'.4" 120 M.P.H, 41 8'.11" 9'-1" 9'.9" 10'.9" 11 11"
<br /> 125 MP,H. 26 11'.2" 11'.4" 1 1'.10" 12'.8" 13'.9" 125 M,P,H. 45 8'.6" 8'.9" 9'.5" , 0'-5" 11-8"
<br /> 140 M.P,H, 32 10'.," 10'.3" 10'.10" 11'.9" 12'.10" 140 M.P.H. 56 7'.7" 7'.10" 8'-7" 9.8" 11 .':J
<br /> Enclosed Buildino. =1
<br />~"'~"'oo Wind Appliod Overhano Condition !
<br /> Region Load NONE 2'-0" 3'-0" 4'-0" R.o olon Load NONE 1 '-0" 2'-0" 3'-0" 4'-0"
<br />,102 M.P.H, I 17 16'.2" 16'.3" 16'.8" 17'.3" 18'.0" 102 M.P.H. 29 12'.4" 12'.6" 12'.11" 13'.9" 14'-9"
<br />~20 14'.11" , S'.o" lS'.S" 16'.1" 16'.11" 110 M,P.H. 35 11'.3" 11'.S" 11'.11' 12'.9" 13'.10"
<br /> 23 13'.11 14'.5" lS'.l" 16'.0" 120 M.P,H. 41 10'.S" 10'.7" 11'.2" 12'.0" 13'.1 "
<br /> , , 26 13'.1" I 13'.2" I 13'.8" 14'-4" lS'-4" 125 M,P.H. 45 9'.11' 10'.1' 10'.8" 11'.7" 12'.9"
<br />, 140 M.P,H. 32 11'.9" 11'.11'112'.5" 13'.3" 14'.3" 140 M.P.H. 56 8'.11" 9'.'. 9'.9" 10'.9" 11'.11"
<br /> J" x 12" x 0.032" RIse, Panol.
<br /> Open Bulldlno. Enclosod Building.
<br />! Wind Appliod Overhano Condl1ion Wind Appliod Overhano Condition
<br />i Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" R.oolon Load NONE 1'-0" 2'-0" 3'-0" 4'.0"
<br />1102 M,P.H. 17 17'.10" 17'.11" 18'-4" 18',10" 19',7" 102 M,P.H. 29 13'.8" 13'.10" 14'.3" 14'.11" 15'.10"
<br />ill0M,P.H. 20 16'.6" 16'.7" 16',11" 17'.6" 18'-4" 110 M.P.H. 35 12'.S" 12'.7" 13'.1" 13'.10" 14'.10"
<br />-I 120 M.P.H. 23 lS'-4" 15'.6" 15'.11" 16',6" 17'-4" 120 M.P.H. 41 11'.6" 11',8" 12'.2' 12'.11" 14'.0"
<br />1125 M.P.H. 26 14'.5" 14'.7" 14'.11" lS',8" 16'.6" 125 M.P.H. 45 10',11" 11'.2" 11'.8" 12'.6' 13-7"
<br />i 140 M.P.H, 32 13'.0" 13'.2" 13'.8" 14'-4" lS'.3" 140 M.P.H. 56 9'.10" 10','" 10'.6" 11'.6" 12'.8"
<br />
<br />Note: Total '001 panel width. room width plus wall width plus o,",mang
<br />
<br />Lawrence E. Bennett, P.E.
<br />CtVl. ENGIEER ' DE\IE1.OPfENT CONSU. T ANT
<br />P,O. BOX 4368, SOVTli DAYTONA, FL 32121
<br />lBB'I-tOI'E (9Q.4) 787, 4 n 4
<br />FAX (9Q.4) 787'8558
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<br />SEAL
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<br />@ COPYRIGHT 1998
<br />NOT TO BE REPRClOUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PEfMSSlON OF LAWRENCE E. BENErT, P.E.
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