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PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE�
<br />r
<br />3'S24' Tn Vee Pane , _
<br />Gauge 6cposure8 I ExposureC
<br />r,.i 90 110 90 1'10
<br />0.025 72'-3" 12'-3" 12'3• 12.-3•.
<br />0.032I 14'-4" I td�" I 14'-4^ 14'�•'
<br />0.040 76-9" 16-9" 16'-9 76-9"
<br />0.01 B 14 -2" 14 -2" 14'-2 14 -2"
<br />Load Gauge ure .� Ex(wsute C
<br />(ps� (in) � 9 110 � 90 110
<br />20 0.020 9'-6" 9,-�.• 9.�.
<br />0.025 11 ��z" � ��_z• � �•_z•. � �._2��
<br />0.032 13'-5" 13'-5" 13'-5" 13'-5"
<br />0.040 14'-10' 14'-10" 14'-10" 14'-10'
<br />SteN0.01B 11'8" 11�-8" 11�-8" 11�•8"
<br />-- 0.025 11'-11" 11'-11" 11'-11"I11'•11" I0.025 10'-19" 10'-11" 10'-11" 10._11..
<br />I 0.032 14' 0.. 14. 0'. 14'-0.. 14,_0" 0.032 13' 2„ 13' 2„ 13�_2" 13�_7.
<br />�� 0.040 i6'-4" 16.4" 16•-0.• 16'-4" 0.040 14��7�� �4�_7., 14•_�. �4•_�"
<br />� SteeI0.018 13'-10" 13'-10" 13'-10" 13'-10" Ste�10.018 1'• " 11'-5" 11'-5" 11'-5"
<br />30 0.020 9'-6" 9�-G�� 9�-6" 9.-��� 30 .020 8'-6�� 8��6" B�-6�� 8.-6"
<br />0.025 10'-11" 10'-11" 10'-11" 10'-11" . 5 10'•0" 0'- " 1�' 0,� ���_�"
<br />0.032 12'-10" 12'-10" 12'-10" 12'-10" 0.032 12'-0.' 12'_0„ 12' �'. 12•_0..
<br />�� 0.040 14'-11" 14'-11' 14'-11" 14'-11" 0.040 13'-9., 13•-9" 79'_9.' 13'-9��
<br />' Stee10.018 12'-8" 12'-B" 12'-8" 12'-8" Stee10.018 10'-4" 10'-4' 10'-4" 10'-0"
<br />40 0.020 E'-3., 8.3.' 8.3., 8,3.. 40 0.020 7'-4" 7'-0.. 7'-4" 7•-A'.
<br />0.025 9._6„ 9.�., 9,�.� 9,�„ 0.025 8,_8,� 8,_8„ 8..8. 8,_B„
<br />0.032 11'-2.. � ��_z,� � ��_Z• � �� 2�� 0.032 10'-5•, � 0•_5" � ��_5• � �•_5•
<br />0.040 13'-0.. �3,-�" �3���, �3�_�" 0.040 72'-7." 12�_Z" �z�_z• �z�_2..
<br />Stee10.018 10'-8" 10'-8" 10'-8" 10'-8" Stee10.018 8'-10" 8'-10" 8'-10' 8'-10"
<br />50 0.020 7'-5" 7'-5" 7'-5" 7'-5" 50 0.020 6'-7" 6'-7" 6'-7" 6'-i'
<br />0.025 8'-6" 8�-6�� 8�-6,� 8.-6, 0.025 7' 9" 7'-9'� �•-9�• ��_g�
<br />0.032 10'-0'• 10'_0" 10'-0" 10'-0.. 0.032 9,-4" 9'_4., B.-4.' 9.'4,
<br />0.040 11'_8.. 11.9'. 11' 8" �1'_6" 0.040 10'•11" 10'-11" 10'-11" 10'-�1•.
<br />Slee10.018 9'-4" 9.-4" 9.-4,. 9._4" Stee10.018 7,-9" 7'-9" 7'_9•' 7'-g'
<br />60 0.020 6'.9" 6'-9" 6'•9" 6'•9" 80 0.020 6'-0" 6'-0" 6'•0" 6'-0"
<br />0.025 7'-9,. �,_g" 7'.g�' 7�.9" 0.025 7..�., �._�,. ��_��• ��_�•
<br />0.032 g�_2" 9�-z,� g,.2., g�-2.� . 0.032 B'-6" B'-6" 8'-6.• 8�-6�•
<br />0 040 10'-8" 10'-8" 10'-8" 10'-S" 0.040 10'-0" 10'-0" 10'-0' 10'-0'
<br />5tee10.016 8'-3" 8'-3" b'3" 8'3" S1ee10.018 6'-11" 6'-11" 6'-11' 6-1'I'
<br />TABLE L'1 TABLE 1.:
<br />ALL PANELS MAY OVERHANG UP TO 30°k OF THEIR CLEARSPAN
<br />4'kt2" Vee Pand
<br />Load Gauge Exposure B Exposure C
<br />(ps� (n) 90 170 90 110
<br />20 0. 20 1'-fi" 12'-6" 1'• 11'-4"
<br />0.025 14'-10" 14'•10" 14'-10" 13'b"
<br />0.032 1 i. 9" 1T 9" �7��9" 1'u'S"
<br />a.oao is._Z^ �9,-z.� i9�_z�. i9.-2.
<br />Stee10.018 14'-5" 14'-5" 14'•5" 14'•5"
<br />25 0.020 12•�3" ��-3" �z�_3.. ���-0..
<br />0.025 14'-5" 14'-5" 14'-5" 13'-6"
<br />0.032 17'-4" 17'-4" 17'-4" t6' S.'
<br />0.040 18'-10" 18'-10" 18'-10" 18'-10"
<br />Stee10.018 14'-0" 14'-0" 54'-0" 14'•0"
<br />30 0.020 11• 2•, 11'_2" 11' 2" � 1. 2..
<br />0.025 13'-3" 13'-3" 13'-3" 13'3"
<br />0.032 15'-10" 15'-10" 15'-10" 15'-10"
<br />Q.040 17'-10" 17'-10" 17'-10" 17'-10..
<br />SIee10.018 12,_8" 12'-8.• 12.-8" 12.8.,
<br />lilting 2.5'k6" Flat Panel Viking 2.5'k6" Panel (Sing�e
<br />Live Panel in peed anC xposure Live Panel Wintl Speed
<br />Load Gaupe Exposure B I Exposure C Load Gauge Exposure 8
<br />rneR fiN 90 110 90 110 (ps� (in) 90 110
<br />11•_5�� ��� 5• 11�_5" ���-�•�
<br />14'-0" 14'-0" 14'-4,• 14'-0"
<br />n,_z., ��,_Z. �r_2., ir_z„
<br />11�.�,. ��._�. ��,_�.. ��._�.
<br />14'-0" �4,-0• 14• �" �4���•
<br />16._9., 16,_9, 16,_9., 16, y.,
<br />8'-10" B'-10" 8'-10" 8'-1"
<br />10' 2•' 10'_2" 10• e, 10��1�.
<br />12'-10' 17-10 2'-10' 12. 10"
<br />15'-5" i 5'-5" 15'-5" 15'-5"
<br />�,$. T.8„ �,�. �.$.
<br />g'.10" 8'-10" 8'-10" 8'-10"
<br />11'-2" 'I t' 2" 11' 2�� 11�_2"
<br />13'-5" 13'-5" 13'-5" 13'-5"
<br />0.025 11'-6" 1P{" 11'�" 11'�6" 50 o.Uzu 6'-11' 6'-11" 6'-11" 6'-11" ..
<br />0.032 13'-9'. 13'•9.• 19'-9" 19•-9" 0.024 7'-11' 7'-11" 7'-11" 7'-11"
<br />0.040 15'-11" 15'-11' 15'-11" 15'-11" 0.032 70'-0' 10.0., 70•-0" 10'-�•
<br />0.018 10'•B" 10'-8" 10'-8" 10'-8" 0.040 12'-0" 12'•0' 12'-0" 12'-0"
<br />0.020 B'-8" 8'-8" B'-8" 8'-8" 60 0.020 6'3" 6-3" 6'3' 6'-3" 60
<br />0.025 10'-3" 10'-3" 10'-3" 10'-3" 0.024 "-3" i'-3" 7'3' 7'-3"
<br />0.032 12'-4" 12'-4" 12'-4" 12'-0" 0.032 9'.2.' 9'_2.' 9'_2. 9' 2"
<br />0.040 14'-3" 14'•3" 14'3" 14'-3" 0.040 11'-0" ? 1'•0" 11'-0" 11'-0"
<br />I 0.018 9'-4" g•-4•' 9'-4.' 9•-4• ABLE 1.4
<br />0.020 7'-11" 7'-11" 7'-11" 7'-11" -
<br />0.025 9'-5" 9'-5" 9'-5" 9'-5"
<br />0.032 11•_3•. ��.3•� ��� 3.. ����3• � -
<br />j0.040 13._�" �3.�., �3����� �3�_�, �
<br />�I0.018 B'-3" B._3" B'_3'. 8�-3"
<br />TABLEI.3 UILDINO PRODUCTS
<br />Putnam Engineerfng
<br />3441 Ivylink Place Mesquite, TX 75149
<br />Lynchburg, VA 2450J (972) 285A811
<br />(4341 38 4-2 5'14 F�972) 882�8'f 8
<br />ca rlou t nam�adelph Ia. net
<br />Span
<br />E�osure C
<br />90 110
<br />1.024 14'-6" 12'-2" 13'-6" 10'_1"
<br />).032 i6'-0" 16'-0" 16'-0" 14'-0"
<br />1.040 17'-2" 17'-2" 1T-2" 17' 2"
<br />1.020 12._2.• 1�•-0" 11,�1.� 8�-1��
<br />).024 14._2" 12' 2, 13'-6" 10, 1��
<br />).032 15'-9" 15'_9'• 15•-9.' 14'-�„
<br />1.040 16-11' 16'-11" 16'-11" 16'•11'•
<br />J.020 11._�.. ��, 0.. ��,_�,. B,_�.,
<br />�.024 12'•11" 12.2" 12,_11'• ��._1"
<br />�.032 14'-10• 14'•10" 14'-10.• 14' 0'.
<br />0.040 16'-0" 16'-0" '15-0" 16'•0"
<br />0.020 g.8" 9•8�� 9•_8• 8�_�..
<br />0.024 11�_3,• ��•_3" ����3�� ��� �•�
<br />0.032 13._7.� �3���.• �3•_�,. �3�_�•.
<br />0.040 14'-7" 14'-T' 14'-7" 14'-7"
<br />0.020 g._8., e,_8,. e._8. e. �„
<br />0.024 10, 1„ '10�_1�� 10• 1" 1Q�-�•.
<br />0.032 12'-6" 12'-6" 12'-6" 12'-6'.
<br />0.040 13'-7" 13'-7" 13'-7" 13'-7"
<br />0.020 7'-11" 7'-11" 7'-11" 7'-11"
<br />0.024 9'-3" 9'-3" 9'-3" 9'-3"
<br />0.032 11��5�� ����5. ���_5" ���_5.
<br />nnnn �T_M �7'4'• '12�_9" 12��9••
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<br />Page 1 ot 2�
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