115 mph wind, ft mean hgt, ASCE 7-10, CLOSED bldg,

Transcription

1 ob:(94571) / -MN LUMR /URN OUS / /3 Part-Scissor ot chord 2x4 SP #1/#2 :1 2x4 SP 150f-1.5: 2x4 SP Stud :W8 2x SP Stud: Right cantilever is exposed to wind wind =.0 psf. (a) ontinuous lateral restraint equally spaced on member live load applied per -15 section 107. t=1.10, e=1.00, T & Pf=23.10 psf. '10"15 7"10 (1) 13' 13' 5X5 4X 3X8 (a) N 5X 3X10 M O 3 L 5X7 K Maximum Reactions (lbs) 17 / - / 477 / - / 11 / 5.5 L 193 / - / 732 / - / - / 5.5 Min rg Width Req = 1.7 L Min rg Width Req = 2.7 earings & L cperp = 55psi K O M - L O - N L N - M '10" 2 4' 10'10" 4'5"8 11' 10'"8 4'5"8 Maximum Web orces Per Ply (lbs) O M N M N L M L S = /3 Part-Scissor SN RT= 2015 /TP-2014 T/RT=3%(0%)/0(0) PLY= 1 QTY= 15 RV /3 Part-Scissor WT =134.8 SQ TYP VUR

2 ob:(94571) / -MN LUMR /URN OUS / /3 Part-Scissor ot chord 2x4 SP #1/#2 :1 2x4 SP 150f-1.5: 2x4 SP Stud :W8 2x SP Stud: The studded portion of the truss is designed to support top chord outlookers and 2.00 PS cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched, unless specified otherwise. Vertical and roof plane diaphragms, and connections by others. Shim all supports to solid bearing. ll plates are except as noted wind =.0 psf. See WS 11515N101014, LLTN1014, & RST for gable wind bracing and other requirements. live load applied per -15 section 107. t=1.10, e=1.00, T & Pf=23.10 psf. '10"15 7"10 5X5 K L M N X O 5X W 3X8 Y V Z U P T 3 S Q R 5"8 10'"8 10'"8 4'5"8 10'10" 13' 13' 4'5"8 11' 10'"8 4'5"8 S = /3 Part-Scissor SN RT= 2015 /TP-2014 T/RT=3%(0%)/0(0) PLY= 1 QTY= 1 RV '10" 10'8" Maximum Reactions (lbs), or *=PL 49 / 70 / 137 / - / 11 / 5.5 * 133 / - / 52 / - / - / X* 17 / 4 / 54 / - / - / S* 137 / 4 / 5 / - / - / 53.5 Min rg Width Req = 1.5 Min rg Width Req = - X Min rg Width Req = - S Min rg Width Req = - earings, X, & S are a rigid surface. earing cperp = 55psi K K - L L - M M - N N - O O - P P - Q W - V V - U Z U - T Z - Y T - S 15-2 Y - X S - R X - W R - P Maximum Web orces Per Ply (lbs) /3 Part-Scissor WT =12.5 SQ TYP L

3 ob:(94571) / -MN LUMR /URN OUS / /3 Part-Scissor Z X X W 0-12 W W K 15-3 K S S - N Maximum able orces Per Ply (lbs) ables ables Y V U T M R - O S = /3 Part-Scissor SN RT= 2015 /TP-2014 T/RT=3%(0%)/0(0) PLY= 1 QTY= 1 RV /3 Part-Scissor WT =12.5 SQ TYP L

4 ob:(94571) / -MN LUMR /URN OUS / 10' / ommon ot chord 2x4 SP #1/#2 2x4 SP Stud live load applied per -15 section 107. wind =.0 psf t=1.10, e=1.00, T & Pf=23.10 psf. 5' 5' Maximum Reactions (lbs) 4 / 1 / 24 / - / 1 / / 1 / 24 / - / - / 5.5 Min rg Width Req = 1.5 Min rg Width Req = 1.5 earings & cperp = 55psi "15 3'9" Maximum Web orces Per Ply (lbs) ' S = 10' / ommon SN RT= 2015 /TP-2014 T/RT=3%(0%)/0(0) PLY= 1 QTY= 2 RV ' / ommon WT =40.4 SQ TYP OMN

5 ob:(94571) / -MN LUMR /URN OUS / 10' / ommon ot chord 2x4 SP #1/#2 2x4 SP Stud The studded portion of the truss is designed to support top chord outlookers and 2.00 PS cladding load one face, and 24.0" span on opposite face. Top chord must not be cut or notched, unless specified otherwise. Vertical and roof plane diaphragms, and connections by others. ll plates are except as noted wind =.0 psf. See WS 11515N101014, LLTN1014, & RST for gable wind bracing and other requirements. live load applied per -15 section 107. t=1.10, e=1.00, T & Pf=23.10 psf. 5' 5' Maximum Reactions (lbs), or *=PL * 178 / 3 / 53 / - / 8 / 0 Min rg Width Req = - earing is a rigid surface. 10"15 3'9" Maximum able orces Per Ply (lbs) ables ables ' S = 10' / ommon SN RT= 2015 /TP-2014 T/RT=3%(0%)/0(0) PLY= 1 QTY= 1 RV ' / ommon WT =4.0 SQ TYP L