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0132377-Building (garage/driveway)
• ; , ,• � � ��.�_: �.'i ,.;� � � � � � � 1 • � � J � �.; ` °��2i��C Ho�vto '�° • • �� ,�,., �� Order Pro � C ,�Jr' EnterData P�int V2rsion Member# P8 -��� �-�- Location : Studs � Sits on Sill Plate? No ves ' "L](rYt°C1SiCr i Ll:i7iu�I _. �-,'.�_,_v_' -. . ��: . �I�2' L.(:i!s_�:�- . Nominal Size: (1 } 2 x 6 Sill Plate Nominal Size : 2 x 6 # Species= Spruce-Pine-Fir(South) Species or Symbol= Spruce-Pine-Fir(South) Grade= No.2 Grade= No2 Bearing at<3"of Sill End? No Height(H) = 12 ft - 0 in P P= 317 Ib = DL+ SL Unbraced Length(/,) = 1 ft - 0 in w= 40.0 plf = Wind Unbraced Length (/Z) = 1 ft - 0 in H lu= 1 ft - 0 in �Setup.. �ie.�_°C r^ !ii �vU tiC ,:a �P;...tc'r � W € Repetitive Use? NO Yes ' Incised for PT? I No Yes = Flat Use: I No Yes Moisture Content: j �19°% '�9°% for P only,fc(psi)= 38 < 419 = Fc-� Temperature(°F): <�oo ioo-izs izs-�so for P+w,fc(psi)= 38 < 419 = Fc-� Set�uration Factors Cp = 1.15(P) & 1.60 (P+w) (1.3/2)fb(psi)= 743 < 1313 = Fb Set Effective-Length Factor K = 1.00 (fc/F'c)Z + fl�/[F'b(1.-fc/Fcej] = 0.57 � 1.00 C?K Set Deflection Limit � 0/H = 180 Mid-H Deflection due to w,4(inch)= 0.00 < H/180 Uh: Section Properties Post/Stud Sill PL breadth(b)= 1.5 in 1.5 Adjustment Factors Sill PL depth(d)= 5.5 in 5.5 eendina Com°// E Com - Area(A)= 8.3 in^2 8.3 Wet Service CM= 1.00 1.00 1.00 1.00 :tion Modulus(S)= 7.6 in^3 Temperature Ct= 1.00 1.00 1.00 1.00 nent of Inertial(I)= 20.8 in^4 Beam Stabiliry C�= 0.99 N/A N/A N/A Size CF= 1.30 1.10 N/A N/A Flat Use C�,= 1.00 N/A N/A N/A Design Values(psi) SiII PL Incising C;= 1.00 1.00 1.00 1.00 Fb Fc// E F� Emin Repetitive Member C�= 1.15 N/A N/A N/A Reference 775 1000 �i 100000 335 400000 Column Stability(P) CP= N/A 0.94 N/A N/A ijusted(P) 1793 1100000 419 400000 Column Stability(P+W) C�,,,= N/A 0.92 N/A N/A >ted(P+„�r) 1313 1612 1100000 419 400000 Bearing Area Cb= N/A N/A N/A 1.25 �°---- `i � �, < ��`! r e �- c `�1�`"�--� �, , k'_�> , _ fa�, � � J - � �� , . � � . ('".' . r. � � , - i . . . . � _` � � ` / � . / . , �, _ r.. :,s '� 1� .-_ �_ � _ �-� ' -, ,��� i !'j;r�l 1 "` , � � ') � i ' � L/ � �� `J °_ _ " . € � � Y V �-,i ...,... _. ' _� _��.. �-- ,-., i i � - i, WI� �� � � � � � 1 • � t o �-:-, �i � ��� `���_^O� Hov.�[o ���� OrderPrc 1' '-° � '' Ent�r Data prmt Version Member# P8 � ° = °� � Location : Studs Sits on Sill Plate? No � Yes � ��i;rQ��ioi; L�+m�er°° - -;, f"i?C'�iCjQil �i.l(11.',hi°1''. Nominal Size: (1 ) 2 x 6 Sill Plate Nominal Size : 2 x 6 Species= Spruce-Pine-Fir(South) Species or Symbol= Spruce-Pine-Fir(South) Grade= No.2 Grade= No2 Bearing at<3"of Sill End? No Height(H) = 12 ft - 0 in P= 300 Ib = DL+ SL P Unbraced Length (/�) = 1 ft - 0 in w= 27.0 plf = Wind Unbraced Length (/z) = 1 ft - 0 in H lu= 1 ft - 0 in ................. ; Setup �i-�'-,';� �;, i li1'.;�1 � �°8,..�v�) W Repetitive Use? NO Yes ,Incised for PT? No Yes Flat Use: `�o �`es Moisture Content: `19% '19°% for P only,fc(psi)= 36 < 419 = Fc-� Temperature(°F): <�oo �oo-�zs 125-150 � for P+W,fc(psi)= 36 < 419 = Fc-� Set Duration Factors � Cp= 1.15(P) & �.60 (P+W) (1.3/2)fb(psi)= 501 < 1313 = Fb Set Effective-Length Factor K = 1.00 (fc/F'c)Z + {�/[F'b(1 -fc/Fce)] = 0.39 < 1.00 OK SeYDef(ecfion Gm�f=� ° e/H = 180 Mid-H Deflection due to w,0(inch)_� 0.00 < H/180-_ OK Section Properties Post/Stud Sill PL breadth(b)= 1.5 in 1.5 Adjustment Factors Sill PL depth(d)= 5.5 in 5.5 Bendinv Com°// E Comn_I Area(A)= 8.3 in^2 8.3 Wet Service CM= 1.00 1.00 1.00 1.00 Section Modulus(S)= 7.6 in^3 Temperature C�= 1.00 1.00 1.00 1.00 Moment of fnertial(I)= 20.8 in^4 Beam Stabiliry C�= 0.99 N/A N/A N/A Size CF= 1.30 1.10 N/A N/A Flat Use C�,= 1.00 N/A N/A N/A Design Values(psi) Sill PL Incising C;= 1.00 1.00 1.00 1.00 Fb Fc// E Fc-� Emin Repetitive Member C�= 1.15 N/A N/A N/A Reference �75 1000 1100000 335 400G00 Column Stability(P) CP= N/A 0.94 N/A N/A Adjusted(P) 1193 1100000 419 400000 Column Stability(P+W� CP,,,,= N/A 0.92 N/A N/A Adjusted(P+w) 1313 1612 1100000 419 400000 Bearing Area Cb= N/A N/A N/A 1.25 • € . . € .- • � � � - Hi�tz 24'x 2$' Gaxage 12' side walls �_ � — ' �i � Outside view- north wall � � �—� � � ✓,� �ti � � ` l i � �r ��`k ; 3 �`" -,x � - �----- _ ' --- - - ��, -- _ _ _ > Outside view- south wall � ��� � ^ ; 3� � � 4.5' I <-- ; j��t � I � � ��- . _ ,�. ,:, �, � , � �� � - • _ , - * �-. . � � �'T -----� A� � l', r^;e �— �. ._ ^�f) /� � � n f � � �l..J� � �C.+ �� / r ��!� ,�� � ..� . � ♦ f _ ` , _ --,,� i `l � 1� i �f �� _.��,�- . 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