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HomeMy WebLinkAboutBLD-18-5164 e C6 Beam 2016.11 0.10 6Hanh Lane 5-24.18 kmBwns Datab 20169.0.3 �it _,IQ -�ooS g/ 4 West Yarmouth 2:31 pm hlexdue Wwdiae 1357 `J O C Iof1 Member Data Description: Member Type: Girder Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 5.6 PLF Filename: 1 ft 3in gir Other Loads "Type Tit. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 0' 7.25" 1536 1211 Live -.. : :. .V.7113:77:71.1: 0. •1 / 1 2 8 1 2 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 1411# -- 2 1' 2.500" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) N/A 1.500" 1411# -- Maximum Load Case Reactions Ulan brappJYlng point loads for line loads)is Gaming minims Live Dead 1 795# 616# 2 795# 616# Design spans I' 4.250" Product: Spruce-Pine-Fir#2 2 x 10 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 943.'# 3431:# 27% 0.6' Total Load D+L LL Deflection 0.0010" 0.0451" L/999+ 0.6' Total Load L TL Deflection 0.0010" 0.0677" L/999+ 0.6' Total Load 0.5D+L Control: Shear DOLS: Live-100% Snow-115% Roof-125% Wirxi.160% Shear cannot be calculated because member's length is less then at This member has been designed in accordance with NDS 2005 2�fc0- OP M4S,s. 4. o CHRISTOPHER 0 r, DUDEKco o CIVIL r--'n it No.29566 a Q All pmdwH names AM gademantegl pNlrna�aCN"e owners 'i 1p_ _,<'i •C/• 1'"' e .AL '4 7£\ t- - an 7NI •, \ lo § ¥ tee = 888e-' -.1 7T( �°§ 3 § �J§ r{% : , Co \ E Ill ) _ 45 3 . 0. \ § k k( !O_ lo 7Qo�§Q - !I 7. . N &r§§ j . �� § / ) as\ �% KKK co ot _ ©�.0 ���ea_ !!cit E u — m i, � )} E { g22 _ �� § _ a a• . ± ] ffE� �)) el{( 2!! 5 k f I fUll " ...co )) m, ;.G` -B R~if-fl 7 Cod ¥ l; Wirs�;aaE d %kk co— ,.- ■ la 114( fli � a2! I .l-- ¥ ) !» > LEA �a.- ! / §§-~3G / !&# \ [k §1 27 k�� \ | § ;| 2 c�- t E t ) 2i ® � � - o f \§ ■, ® EE § ) oirg§ k � 2 %{ ° °#§§ .k to k ! E � |7 #!! `bb ! �� c§ 13 2E cE0; ! 2 22 t )#� ] i |! f kbr f| . Jfk ; , tki � \ / P. �� 5 as n�k k k \, !| �� � - A ///j§ k� '^iv 0 Cl) U 9 w u5 x ✓ �+ J n.. COO8JO eO 1999 Pa cc EDN $%�, W 0_ ag 0 elm rr JsFs-Fss LL -0 d 0D LU 0 co_ 0 3 .o Q 8 c' a w �a84 d a m▪ ' M 00 -� °F, m ` Lvobr-(1 m 9 < J e la �� Cit 0 ' 'CI N I.-1- (44 .c j o ] c. E • R\ �G�NSETTS by,,A I) c co ' I 40< c. �gan5 QP W cps • C € o 0 0 aco sx to b. 41 .00} o �2.e�id 0 0 Smog CO o 1 'L CI_11.1 ria m .. — .0 -Fi • a a 9?-. coo° . e3 Dmro .. Z^ �. a x �c a d z oo.2 2 c o We No Zi o II o -14:=:::: x .a� x `o�o'v « o,� o N bum mat at x• • 4j � � C( ��o 11)mUV 0 E e - cc C cloo ; 83`Nv°v� 4On'W00 �" - 0Jm00m to0 T gL0 Oto“<00 �Joym�cco 00 K moto a •S` Flo-m�ODii � � Www N CC0 g 00 J Mus;_b it; Eck eR 1 Qb 4 F •- s at at at- ' z - i "BB tg lL — }s� �- 3 b lb O d �SN��od d°0 1 m �' m C :or- n�� N$$ as m2' ' m Q 'oE 'NNN �- O• 2 E g 0 ¢k IL O W. m . 5c N j' LL aI 33 ¢� N ; so) Oy gl m Ja_ C „� .. d 3 a E m- N y 0 igg �� D O _1 -45• m O oy m $8 $'i�`a m • w 73 pc m o gin 4 v E cn a aa, O p a m _„ A y aJJ L t e, C Jbr. � J m� L () lO 1 .� T Norm oma t "aid= W K€ Q. O mm o$' �g • li m > m O n' d m m uJi .o mc0 S •.a¢ m —N 23 _« 0 a au=�dpi