Extended Calculations
|
|
|
- 종윤 호
- 7 years ago
- Views:
Transcription
1 xtended Calculations of 39 4/1/ :10 AM Member [191] Beam: B_202 W18x86 (A992) Seq: A Length: /16 Camber: 0 ABM: N/Assign Left End Right End Connection : Shear conn Connection : End plate Plate, Size as required Wide gage, Welded extended tee: No Shr pl on Auto, Skew holes: Automatic Safety AutomaticExpand Vertical bolt s Comb shear plates: Automatic pacing: Automatic Two bolt columns Elevation : Elevation : Minus Dim : 7 3/4 (AUTO) Minus Dim : 0 (AUTO) Mtrl Setback : 7 3/4 (AUTO) Mtrl Setback : 1/4 (AUTO) Std Detail : None Std Detail : None Web : Web vertical Web : Web vertical Shear (kips) : 45 Shear (kips) : 60 (AUTO) Moment(kip-ft): 0 (AUTO) Moment(kip-ft): 0 (AUTO) Tension (kips): 0 Tension (kips): 0 Compress(kips): 0 Compress(kips): 0
2 xtended Calculations of 39 4/1/ :10 AM JOB: MyJob_J FABR: MyJob_F 01 Apr :07:48 CONNECTION STRENGTH CHECK SDS/2 v7.323 AISC 2010 SPECIFICATION (ASD) BEAM B_202 (W18x86) LEFT END Member number [191] Depth = 1-6 3/8 Tw = 1/2 Bf = 11 1/8 Tf = 3/4 Ix = Detail T = 1-3 1/8 Detail k = 1 5/8 Design k = Material grade: A992 Fu = 65.0 Ksi Fy = 50.0 Ksi End elevation: Other end elev.: Span length: /16 Slope: 0.00 degrees Beam: Ix/L = 3.43 D/L = < Fy/1000 = (AISC C-L3) Left end rotation = 0.00 Right end rotation = 0.00 Material length = /16 Plan rotation: 0.00 degrees Connecting nodes-- Node 1 = [190] Column W14x90 Z coordinates End 0 = End 1 = Frames to web of Column (W14x90) C_201 Supporting member material grade: A992 Detail k = 2 Design k = Thickness = Non-composite design Reaction has been input Design loads: Shear = 45.0 Kips Moment = 0. Design reaction is 45.0 % of the allow. uniform steel bm. load SINGLE-PLATE SHEAR CONNECTION Connection material-- Plate: A36 Fu = 58.0 Fy = 36.0 Weld metal strength: Fexx = 70.0 Connection PL: Thick = 1/2 Width = 1-2 Depth = 1-3 9/16 Plate projection depth = 1-3 Stabilizer PL: Thick = 1 1/8 Width = 6 1/2 Length = 1-0 9/16 b/t = 5.78 l/r = Weld line to bolt group c.g. = 10 3/4 Beam horiz. edge distance = 1 3/4 Fillet weld size: 5/16 (Total effective throat = 0.44 ) Dihedral angle = degrees Bolt type: A325N Bolt dia: 7/8 Bolt rows: 5 Bolt columns: 2 Bolt spacing: 3 Hole type in conn. to supported member: Short slot
3 xtended Calculations of 39 4/1/ :10 AM (BEAM B_202 LEFT END CONTINUED) Allow. web bolt shear load: ss = 16.2 Kips, ds = 32.5 Kips Fnv/OMEGA = 27.0 Ksi Allow. bolt tension Fnt = 90.00Ksi Fnt/OMEGA = 45.00Ksi Bolt area = ALLOWABLE STRENGTH CALCULATION NUMBER Rn/OMEGA AISC REF Beam web shear ( 2) Kips J4-2(a) Bolt brg. on web ( 20) Kips J3.10 Connection block shear ( 6) 94.2 Kips J4.3 PL gross area shear yielding ( 38) Kips J4.2 PL net area shear fracture ( 21) 87.0 Kips J4.2 Plate flexure (345) 55.9 Kips B4 Supported mbr. bolt shear ( 3) 53.6 Kips J3 Conn. brg.: supported mbr. ( 20) 92.3 Kips J3.10 Weld to supporting mbr. (112) 69.0 Kips J2, Table J2.5 Shear on support ( 36) Kips G2 Plate buckling (346) Kips Pg 9-7,8 AISC Manual Extended configuration and design method Coefficient C' = *Mmax/Fy*d^2 = 1.03 According to formula (10-6) of the 14th edition, stabilizer plates are necessary for this connection. t <= db/2 + 1/16 tw <= db/2 + 1/16 ---> See 'Single-plate connection' notes for design criteria applicable to this connection. <--- Max PL thick to prevent shear punching failure: Supporting Column web b/t <= 1.49*SQRT[E/Fy], AISC B5.1. Column b/t = maximum = Connection strength: Load ratio (Design/Allow.) Shear = 53.6 Kips 0.84 CONNECTION IS OK (Strength equals or exceeds design loads)
4 4 of 39 4/1/ :10 AM Expanded Design Calculation for Member [191]'s Left End Beam web shear (2) Ref: J4-2(a):, =, =., =., =()( ) =(.)(.) =. =., = (.)(). = =( )( ) =()(.) =.. o.k. = (.)( ) Bolt bearing on web (20) Ref: J3.10:, =., =, =, =, =. =., =. =, = (.)(.)(.)() =., =. Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =. /,, =.,, =,,,
5 5 of 39 4/1/ :10 AM =(.,.) =. Edge bolt capacity:,. /, =., =(, )() =(.)(.) =. =( )() =(.)() =.. o.k. =, Connection block shear (6) Ref: J4.3:, =., =, =, =, =, =, =., =., =, =, =., =()(()( )+ ) =(.)(()( )+.) =., =()(( )( )+ (.)( )) =(.)(( )( )+. (.)()) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =., =(.)( )( )
6 6 of 39 4/1/ :10 AM =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =(.)()(.) =., = + =.+. =. = = ()( ) = ()(.) =.. o.k. Plate gross area shear yielding (38), =, =.,, =, =( )( ) =(.)() =. =., = (.)(). =. =( )( ) =(.)(.) =. o.k. = (.)(,) Ref: J4.2: Plate net area shear fracture (21) Ref: J4.2:,, =, =, =., =, =, =( )( ()( ))
7 7 of 39 4/1/ :10 AM =(.)( ()()) =,, =, = = = (.)(,)() = (.)()() =. o.k. Plate flexure (345) Ref: B4:, =, =., =., =, =()() =(.)() =., = = =. =... =... =. + =. =. = o.k. Supported member bolt shear (3) Ref: J3:, =, =., =., =
8 8 of 39 4/1/ :10 AM =, = ()()(.)() =. =()( ) =(.)(.) =.. o.k. = ()( )( )() Connection bearing: supported member (20), =., =., =, =, =, =, =, =. =., =. =, = (.)(.)(.)() =., =. Ref: J3.10: Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =. /, =(.,.) =., =.,, =,,, Edge bolt capacity:,, = (.)( ) =. (.)(.) =.
9 9 of 39 4/1/ :10 AM =, = (.)(.)(.)() =. /, =(.,.) =., =.,, =,,,, =()() =()() =, = =, = = =, +, =()( ) =(.)( ((.)()+(.)()) ) =. =( )() =(.)() =.. o.k. Weld to supporting member (112) Ref: J2, Table J2.5:, =., =., = =., =()() =()(.) =, =. =()()() =(.)(.)() =.. o.k. Shear on support (36) Ref: G2:
10 10 of 39 4/1/ :10 AM, =., =, =., =( )( )() =(.)(.)() =. =. = (.)( )() = (.)()(.). =.. o.k. Plate buckling (346) Ref: Pg 9-7,8:, =,, =,, =, =., =., =., =., =., =, =. Buckling, design check 5:, =, = +()( ) =.+()(.) =., = + =.+. =., = =., = =, = =., = =., =( )( ) =()(.) =.
11 11 of 39 4/1/ :10 AM Flexural Rupture:, = =. =. =, =.. = =., =( )() =(.. )() =. Flexural Local Buckling:, = =. =., =. (.)( ) =. (.)(.). =., =(, ) =(,.) =., =.. π =. π (.)()., = =. ()(), =... = =.,,,, =( )() =(.. )() =., =(, ) =(.,.)
12 xtended Calculations 2 of 39 4/1/ :10 AM =. = =.. o.k.
13 xtended Calculations 3 of 39 4/1/ :10 AM JOB: MyJob_J FABR: MyJob_F 01 Apr :07:48 CONNECTION STRENGTH CHECK SDS/2 v7.323 AISC 2010 SPECIFICATION (ASD) BEAM B_202 (W18x86) RIGHT END Member number [191] Depth = 1-6 3/8 Tw = 1/2 Bf = 11 1/8 Tf = 3/4 Ix = Detail T = 1-3 1/8 Detail k = 1 5/8 Design k = Material grade: A992 Fu = 65.0 Ksi Fy = 50.0 Ksi End elevation: Other end elev.: Span length: /16 Slope: 0.00 degrees Beam: Ix/L = 3.43 D/L = < Fy/1000 = (AISC C-L3) Left end rotation = 0.00 Right end rotation = 0.00 Material length = /16 Plan rotation: 0.00 degrees No connecting member Non-composite design Automatic reaction Design loads: Shear = 60.0 Kips Moment = 0. Design reaction is 60.0 % of the allow. uniform steel bm. load END PL SHEAR CONNECTION Connection material-- Plate: A36 Fu = 58.0 Fy = 36.0 Weld metal strength: Fexx = 70.0 End Pl Thick: 1/4 Width: 8 Length: 1-3 Fillet weld size = 1/4 Total eff. weld throat = Bolt type: A325N Bolt dia: 3/4 No. of bolt rows: 5 Bolt spacing: 3 Connection gage: 5 1/2 Hole type in conn. to supported member: Short slot Dihedral angle = degrees Plate Le = 1 1/2
14 xtended Calculations 4 of 39 4/1/ :10 AM (BEAM B_202 RIGHT END CONTINUED) Allow. web bolt shear load: ss = 11.9 Kips, ds = 23.9 Kips Fnv/OMEGA = 27.0 Ksi Allow. bolt tension Fnt = 90.00Ksi Fnt/OMEGA = 45.00Ksi Bolt area = ALLOWABLE STRENGTH CALCULATION NUMBER Rn/OMEGA AISC REF Beam web shear ( 2) Kips J4-2(a) Beam net web shear ( 8) Kips J4 Connection block shear (252) 83.3 Kips J4.3 Conn. gross shear ( 15) Kips J4.2 Conn. net shear ( 21) 92.4 Kips J4.2 Weld to supported mbr. ( 24) Kips J2, Table J2.5 Supporting mbr. bolt shear ( 1) Kips J3 Conn. brg.: supporting mbr. (110) Kips J3.10 Brg. on supporting mbr. (110) Kips J3.10 Connection ductility check --- Min. OSL bolt diameter to preclude bolt fracture: 0.23 Effective weld length = PL length - 2 X weld size or beam T dist, whichever is less. Connection strength: Load ratio (Design/Allow.) Shear = 83.3 Kips 0.72 CONNECTION IS OK (Strength equals or exceeds design loads)
15 15 of 39 4/1/ :10 AM Expanded Design Calculation for Member [191]'s Right End Beam web shear (2) Ref: J4-2(a):, =, =., =., =()( ) =(.)(.) =. =., = (.)(). = =( )( ) =()(.) =.. o.k. = (.)( ) Beam net web shear (8) Ref: J4:, =, =., =, =., =., =., =( )( ()(), ()()) =(.)( ()(.),. ()(.)) =. =, = (.)() =. =( )( ) =(.)(.) =.. o.k. = (.)( ) Connection block shear (252), = Ref: J4.3:
16 16 of 39 4/1/ :10 AM, =, =., =, =, =, =., =., =, = Connection block shear, NS (6):, =., =., =()(()( )+ ) =(.)(()( )+.) =., =()(( )( )+ (.)( )) =(.)((.)( )+. (.)(.)) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =, =(.)( )( ) =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =()()(.) =., = + =.+. =. =,, = ()( ) = ()(.) =. Connection block shear, FS (6):
17 17 of 39 4/1/ :10 AM, =., =., =()(()( )+ ) =(.)(()( )+.) =., =()(( )( )+ (.)( )) =(.)((.)( )+. (.)(.)) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =, =(.)( )( ) =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =()()(.) =., = + =.+. =. =,, = ()( ) = ()(.) =. =, +, =.+. =.. o.k. Connection gross shear (15) Ref: J4.2:,, =, =., =., =
18 18 of 39 4/1/ :10 AM, =, =( )( )+( )( ) =()(.)+()(.) =. =. = (.)(,)() = (.)()(.). =. o.k. Connection net shear (21) Ref: J4.2:,, =, =, =., =, =., =( )( ()( )) =(.)( ()(.)) =.,, =, = = = (.)(,)() = (.)()(.) =.. o.k. Weld to supported member (24) Ref: J2, Table J2.5:, =, =., =., =, =., =., =( ()(), ()()) =( ()(.),. ()(.)) =. = = =
19 19 of 39 4/1/ :10 AM,, = = ()(.)(.)(.)() (.)() ()(.)()(.)( ) (.)() =., =, =.. =. = =, = (.)(.)( )() = (.)(.)()(.) =. =( )( )() =(.)(.)() =.. o.k. Supporting member bolt shear (1) Ref: J3:, =, =, =, =., = =, = ()()(.)() =. =( )()() =(.)()() =.. o.k. = ()( )( )() Connection bearing: supporting member (110), =, =. Ref: J3.10:
20 xtended Calculations 0 of 39 4/1/ :10 AM, =, =., =., =, =, =, =. =, = (.)(.)(.)() =., =. Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, Edge bolt capacity:,, = (.)( ) =. (.)(.) =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, =()(, +(, )( ))() =()(.+(.)( ))() =.. o.k.
21 xtended Calculations 1 of 39 4/1/ :10 AM Bearing on supporting member (110), =, =, =, =., =, =, =, =. =, = (.)(.)()() =. Ref: J3.10:, =. Interior bolt capacity:,, = =. =. =, = (.)(.)()() =., =(.,.) =. Edge bolt capacity:, =.,, =,,,,., =., =, =()(, +(, )( ))() =()(.+(.)( ))() =. o.k.
22 xtended Calculations 2 of 39 4/1/ :10 AM Member [192] Beam: B_203 W24x84 (A992) Seq: A Length: /16 Camber: 0 ABM: N/Assign Left End Right End Connection : End plate Connection : Shear conn Wide gage, Welded extended tee: No Plate, Size as required Safety AutomaticExpand Vertical bolt s Shr pl on Auto, Skew holes: Automatic pacing: Automatic Comb shear plates: Automatic One bolt column, Welded moment Re-entrant cut: Automatic Elevation : Elevation : Minus Dim : 0 (AUTO) Minus Dim : 7 3/8 (AUTO) Mtrl Setback : 3/8 (AUTO) Mtrl Setback : 7 3/8 (AUTO) Std Detail : None Std Detail : None Web : Web vertical Web : Web vertical Shear (kips) : (AUTO) Shear (kips) : (AUTO) Moment(kip-ft): 0 (AUTO) Moment(kip-ft): (AUTO) Tension (kips): 0 Tension (kips): 0 Compress(kips): 0 Compress(kips): 0 Design for both dblrs & stiff
23 xtended Calculations 3 of 39 4/1/ :10 AM JOB: MyJob_J FABR: MyJob_F 01 Apr :07:48 CONNECTION STRENGTH CHECK SDS/2 v7.323 AISC 2010 SPECIFICATION (ASD) BEAM B_203 (W24x84) LEFT END Member number [192] Depth = 2-0 1/8 Tw = 1/2 Bf = 9 Tf = 3/4 Ix = Detail T = 1-8 3/4 Detail k = 1 11/16 Design k = Material grade: A992 Fu = 65.0 Ksi Fy = 50.0 Ksi End elevation: Other end elev.: Span length: /16 Slope: 0.00 degrees Beam: Ix/L = 9.28 D/L = > Fy/800 = (AISC C-L3) Left end rotation = 0.00 Right end rotation = 0.00 Material length = /16 Plan rotation: degrees No connecting member Non-composite design Automatic reaction Design loads: Shear = Kips Moment = 0. Design reaction is 60.0 % of the allow. uniform steel bm. load END PL SHEAR CONNECTION Connection material-- Plate: A36 Fu = 58.0 Fy = 36.0 Weld metal strength: Fexx = 70.0 End Pl Thick: 3/8 Width: 8 Length: 1-6 Fillet weld size = 1/4 Total eff. weld throat = Bolt type: A325N Bolt dia: 3/4 No. of bolt rows: 6 Bolt spacing: 3 Connection gage: 5 1/2 Hole type in conn. to supported member: Short slot Dihedral angle = degrees Plate Le = 1 1/2
24 xtended Calculations 4 of 39 4/1/ :10 AM (BEAM B_203 LEFT END CONTINUED) Allow. web bolt shear load: ss = 11.9 Kips, ds = 23.9 Kips Fnv/OMEGA = 27.0 Ksi Allow. bolt tension Fnt = 90.00Ksi Fnt/OMEGA = 45.00Ksi Bolt area = ALLOWABLE STRENGTH CALCULATION NUMBER Rn/OMEGA AISC REF Beam web shear ( 2) Kips J4-2(a) Beam net web shear ( 8) Kips J4 Connection block shear (252) Kips J4.3 Conn. gross shear ( 15) Kips J4.2 Conn. net shear ( 21) Kips J4.2 Weld to supported mbr. ( 24) Kips J2, Table J2.5 Supporting mbr. bolt shear ( 1) Kips J3 Conn. brg.: supporting mbr. (110) Kips J3.10 Brg. on supporting mbr. (110) Kips J3.10 Connection ductility check --- Min. OSL bolt diameter to preclude bolt fracture: 0.35 Effective weld length = PL length - 2 X weld size or beam T dist, whichever is less. Connection strength: Load ratio (Design/Allow.) Shear = Kips 0.97 CONNECTION IS OK (Strength equals or exceeds design loads)
25 25 of 39 4/1/ :10 AM Expanded Design Calculation for Member [192]'s Left End Beam web shear (2) Ref: J4-2(a):, =, =., =., =()( ) =(.)(.) =. =., = (.)(). = =( )( ) =()(.) =... = (.)( ) o.k. Beam net web shear (8) Ref: J4:, =, =., =, =., =., =., =( )( ()(), ()()) =(.)( ()(.),. ()(.)) =. =, = (.)() =. =( )( ) =(.)(.) =... = (.)( ) o.k. Connection block shear (252), = Ref: J4.3:
26 26 of 39 4/1/ :10 AM, =, =., =, =, =, =., =., =, = Connection block shear, NS (6):, =., =., =()(()( )+ ) =(.)(()( )+.) =., =()(( )( )+ (.)( )) =(.)((.)( )+. (.)(.)) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =, =(.)( )( ) =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =()()(.) =., = + =.+. =. =,, = ()( ) = ()(.) =. Connection block shear, FS (6):
27 27 of 39 4/1/ :10 AM, =., =., =()(()( )+ ) =(.)(()( )+.) =., =()(( )( )+ (.)( )) =(.)((.)( )+. (.)(.)) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =, =(.)( )( ) =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =()()(.) =., = + =.+. =. =,, = ()( ) = ()(.) =. =, +, =.+. =... o.k. Connection gross shear (15) Ref: J4.2:,, =, =., =., =
28 28 of 39 4/1/ :10 AM, =, =( )( )+( )( ) =()(.)+()(.) =. =. = (.)(,)() = (.)()(.). =... o.k. Connection net shear (21) Ref: J4.2:,, =, =, =., =, =., =( )( ()( )) =(.)( ()(.)) =.,, =, = = = (.)(,)() = (.)()(.) =... o.k. Weld to supported member (24) Ref: J2, Table J2.5:, =, =., =., =, =., =., =( ()(), ()()) =( ()(.),. ()(.)) =. = = =
29 29 of 39 4/1/ :10 AM,, = = ()(.)(.)(.)() (.)() ()(.)()(.)( ) (.)() =., =, =.. =. = =, = (.)(.)( )() = (.)(.)()(.) =. =( )( )() =(.)(.)() =... o.k. Supporting member bolt shear (1) Ref: J3:, =, =, =, =., = =, = ()()(.)() =. =( )()() =(.)()() =... o.k. = ()( )( )() Connection bearing: supporting member (110), =, =. Ref: J3.10:
30 xtended Calculations 0 of 39 4/1/ :10 AM, =, =., =., =, =, =, =. =, = (.)(.)(.)() =., =. Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, Edge bolt capacity:,, = (.)( ) =. (.)(.) =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, =()(, +(, )( ))() =()(.+(.)( ))() =... o.k.
31 xtended Calculations 1 of 39 4/1/ :10 AM Bearing on supporting member (110), =, =, =, =., =, =, =, =. =, = (.)(.)()() =. Ref: J3.10:, =. Interior bolt capacity:,, = =. =. =, = (.)(.)()() =., =(.,.) =. Edge bolt capacity:, =.,, =,,,,., =., =, =()(, +(, )( ))() =()(.+(.)( ))() =... o.k.
32 xtended Calculations 2 of 39 4/1/ :10 AM JOB: MyJob_J FABR: MyJob_F 01 Apr :07:48 CONNECTION STRENGTH CHECK SDS/2 v7.323 AISC 2010 SPECIFICATION (ASD) BEAM B_203 (W24x84) RIGHT END Member number [192] Depth = 2-0 1/8 Tw = 1/2 Bf = 9 Tf = 3/4 Ix = Detail T = 1-8 3/4 Detail k = 1 11/16 Design k = Ix = Zx = Material grade: A992 Fu = 65.0 Ksi Fy = 50.0 Ksi End elevation: Other end elev.: Span length: /16 Slope: 0.00 degrees Beam: Ix/L = 9.28 D/L = > Fy/800 = (AISC C-L3) Left end rotation = 0.00 Right end rotation = 0.00 Material length = /16 Plan rotation: degrees Connecting nodes-- Node 1 = [190] Column W14x90 Z coordinates End 0 = End 1 = Frames to flange of Column (W14x90) C_201 Supporting member material grade: A992 Detail k = 2 Design k = Thickness = Non-composite design Automatic reaction Automatic moment Design loads: Shear = Kips Moment = Kip-ft Design reaction is 60.0 % of the allow. uniform steel bm. load Design moment is 73.0 % of the allowable plastic moment, Mp Column checked for web doublers and flg stiffeners SHEAR PL WEB CONN. WITH WELDED FLANGE MOMENT CONN. Connection material-- Plate: A36 Fu = 58.0 Fy = 36.0 Weld metal strength: Fexx = 70.0 Web plate: Thick = 5/8 Depth = 1-6 Web plate weld size = 1/4 Bolt type: A325N Bolt dia: 3/4 Bolt rows: 6 Bolt columns: 2 Bolt spacing: 3 Hole type in conn. to supported member: Short slot
33 xtended Calculations 3 of 39 4/1/ :10 AM (BEAM B_203 RIGHT END CONTINUED) Allow. web bolt shear load: ss = 11.9 Kips, ds = 23.9 Kips Fnv/OMEGA = 27.0 Ksi Allow. bolt tension Fnt = 90.00Ksi Fnt/OMEGA = 45.00Ksi Bolt area = Col. web doubler: 5/8 X 10 X 2-6 1/8 Grade: A36 Fu = 58.0 Fy = 36.0 Doubler on one side of col web. Col. flange stiffener: 1 1/8 X 6 1/2 X 1-0 7/16 Grade: A36 Fu = 58.0 Fy = 36.0 Option to design full depth stiffeners as needed was selected ALLOWABLE STRENGTH CALCULATION NUMBER Rn/OMEGA AISC REF Beam web shear ( 2) Kips J4-2(a) Beam moment strength ( 59) Kip-ft F Bolt brg. on web (110) Kips J3.10 Connection block shear ( 6) Kips J4.3 Conn. gross shear ( 17) Kips J4.2 Conn. net shear ( 21) Kips J4.2 Supported mbr. bolt shear ( 1) Kips J3 Conn. brg.: supported mbr. (110) Kips J3.10 Weld to supporting mbr. (112) Kips J2, Table J2.5 Shear on support ( 36) Kips G2 CJP Beam flg. weld (125) Kip-ft J,Table J2.5 Column web crippling ( 25) Kip-ft J10.3 Column flg. mom. strength ( 83) Kip-ft J10.1 Eccentricity is neglected in the shear connection, misc note 34. Matching weld metal is required for the flange weld. Min. column web thickness = J10.6, Fig. C-J10.3 d1 = M1 = d2 = 0.00 M2 = 0.00 Story shear = 0.00 Sigma F = Col. resisting moment, Fy*Zx/OMEGA = Kip-ft Unstiffened column strength: Flg bending AISC Spec J10.1: Kips Web yielding AISC Spec J10.2: Kips Web crippling AISC Spec J10.3: Kips Web buckling AISC Spec J10.5: Kips Panel zone shear AISC J10.6: Kips Computed flange force: Kips Connection strength: Load ratio (Design/Allow.) Shear = Kips 0.94 Moment = Kip-ft 1 CONNECTION IS OK (Strength equals or exceeds design loads)
34 34 of 39 4/1/ :10 AM Expanded Design Calculation for Member [192]'s Right End Beam web shear (2) Ref: J4-2(a):, =, =., =., =()( ) =(.)(.) =. =., = (.)(). = =( )( ) =()(.) =... = (.)( ) o.k. Beam moment strength (59) Ref: F:, =, =. =., = ()()(.). =. = ()( )() = =.. ( -. =. ) o.k. Bolt bearing on web (110) Ref: J3.10:, =, =., =, =., =, =, =, =.
35 35 of 39 4/1/ :10 AM =, = (.)(.)(.)() =., =. Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =., =(.,.) =. Edge bolt capacity:, =.,, =,,,,., =., =, =()(, +(, )( ))() =()(.+(.)( ))() =... o.k. Connection block shear (6) Ref: J4.3:, =., =, =, =, =, =, =., =., =, =., =., =()(()( )+ ) =(.)(()( )+.)
36 36 of 39 4/1/ :10 AM =., =()(( )( )+ (.)( )) =(.)((.)( )+. (.)(.)) =., =()( +( )( )) =(.)(.+()( )) =., =()( (.)( )+( )( )) =(.)(. (.)(.)+(.)( )) =., =., =(.)( )( ) =(.)()(.) =., =(.)( )( ) =(.)()(.) =., =( )( )( ) =(.)()(.) =., = + =.+. =. = = ()( ) = ()(.) =... o.k. Connection gross shear (17) Ref: J4.2:,, =, =., =, =( )( ) =(.)() =. =. = (.)(,)() = (.)()(.). =.. o.k.
37 37 of 39 4/1/ :10 AM Connection net shear (21) Ref: J4.2:,, =, =, =., =, =., =( )( ()( )) =(.)( ()(.)) =.,, =, = = = (.)(,)() = (.)()(.) =... o.k. Supported member bolt shear (1) Ref: J3:, =, =, =, =., = =, = ()()(.)() =. =( )()() =(.)()() =... o.k. = ()( )( )() Connection bearing: supported member (110), =, =., =, =., =., = Ref: J3.10:
38 38 of 39 4/1/ :10 AM, =, =, =. =, = (.)(.)(.)() =., =. Interior bolt capacity:,, = =. =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, Edge bolt capacity:,, = (.)( ) =. (.)(.) =. =, = (.)(.)(.)() =., =(.,.) =., =.,, =,,, =()(, +(, )( ))() =()(.+(.)( ))() =... o.k. Weld to supporting member (112), = Ref: J2, Table J2.5:
39 39 of 39 4/1/ :10 AM, =., = = = = = (.)()()()(.)( ) = (.)(.)()()(.)() =... o.k. Shear on support (36) Ref: G2:, =, =, =., =( )( )() =()(.)() =. =. = (.)( )() = (.)()(.). =... o.k. CJP Beam flange weld (125) Ref: J,Table J2.5:, =. = =.. ( -. =. ) o.k.
<BAB0C3A5BABBB9AE2E687770>
DMFC 5-60-30 제정: 2011. 7. 11 국방 군사시설기준 탄약고 설계지침 국 방 부 DMFC 5-60-30 제정: 2011. 7. 11 목 차 제1부 강재(파형강판) 탄약고 제1장 일반사항 1-1 적용 범위 1 1-2 참조 기준 1 1-3 주요 용어 1 제2장 설계지침 2-1 설계하중 3 2-2 설계사항 3 2-3 최소 다짐층 토피고 6 2-4
COLUMN, BED, SADDLE The column is of a rugged box-type construction and its ground slide ways are wide to support and guide securely the spindle head.
BED TYPE UNIVERSAL MILLING MACHINE KMB/POINT KMB/POINT-U3 KMB/POINT-U5 KMB/POINT-U6 KMB/POINT-U7 KMB : MANUAL POINT : ONE AXIS CNC CONTROL(HEIDENHAIN TNC124) COLUMN, BED, SADDLE The column is of a rugged
, Yard Bottom Slamming, Slamming,, 10-8 Probability Level Bottom Slamming., Bottom Slamming,, Evaluation, Allowable Criteria, Ballast Reduction, Botto
005 년도한국해양과학기술협의회공동학술대회 Bottom Slamming,,,, ( The Study of the Direct Structural Strength Calculation against the Bottom Slamming Load for the Forward Bottom Structural Area Seog-Jin OH, In-Seong SEO,
00.1
HOSPA Chipboard screws with countersunk head Material: Drive: Cross recess PZ galvanized yellow chromatized nickel plated burnished Partly threaded, galvanized or yellow chromatized dk k L d m Head Ø dk
<353920C0B1B1E2BFEB2DB0E6B0F1C0DCB1B320BBF3BACEB1B8C1B6C0C720C8DA2E687770>
Journal of the Korea Academia-Industrial cooperation Society Vol. 14, No. 4 pp. 2000-2005, 2013 http://dx.doi.org/10.5762/kais.2013.14.4.2000 경골잔교 상부구조의 휨 및 비틀림에 대한 구조 안전성 검토 함규성 1, 임남형 2, 박종섭 3, 윤기용 1*
Vertical Probe Card Technology Pin Technology 1) Probe Pin Testable Pitch:03 (Matrix) Minimum Pin Length:2.67 High Speed Test Application:Test Socket
Vertical Probe Card for Wafer Test Vertical Probe Card Technology Pin Technology 1) Probe Pin Testable Pitch:03 (Matrix) Minimum Pin Length:2.67 High Speed Test Application:Test Socket Life Time: 500000
歯coolingtower개요_1_.PDF
. Cooling Tower Cooling Tower Counter Flow Cross Flow,. 1.Cooling Tower. Air Flow 1) Counter Flow System Fan Air Fan Discharge Distributor Fill Counter Flow ( ) Cold Water Basin. 1 Counter Flow System
<38BFF93238C0CF28B1DDBFE4C0CF2920BFB9BBF3B9E8B4E72E786C7378>
[부산 ] 2009년 08월 28일 ( 金 ) 1경주 국 5(마령)1000M 발주 13:00 종합 인기도 출전 착순 출주 10 11 5 검은요정 국5 한2 암 김재섭 영준 53 3착 선행 5 5 5 15 1 6 3 0.3 주 10 랜드레이디 국5 한2 암 강형곤 현명 53 3착 선행 10 5 6.3 10 10 4 8 4 2 4 주 11 일맥상통 국5 한3 암
기능.PDF
1 1) 1 2) SK COMPLEX 1 Heating Cooling 3) 1 2 2 3 1) 2 2) 3 4 1) Floating Type Heat Exchanger 8 2) Fixed Type Heat Exchanger 11 3) U-Type Heat Exchanger 13 4) Air Fan Cooler 15 5) Double Pipe Heat Exchanger
<BCB3B0E8B0CBBBE72031C0E5202D204D4F4E4F C2E687770>
I-BEAM 강도계산서 1. 사양 & 계산기준 * 정격하중 (Q1) = 5000.00 KG * HOIST 자중 (W1)= 516.00 KG * 작업계수 (Φ) = 1.1 * 충격계수 (ψ) = 1.10 * HOOK BLOCK WEIGHT (W2) = 20 KG * HOISTING SPEED (V) = 3.25/1 M/MIN * TRAVERSING SPEED
TIGER CORPRATION
STRUCTURAL CALCULATION 구조계산서 PROJECT 서울월드컵경기장 보조경기장지붕공사 1. 설계개요 1.1 구조물개요 1.2 설계기준 1.3 사용재료강도 1.4 특기사항 구조물위치 서울시마포구 구조물명칭 서울월드컵경기장보조경기장지붕 구조형식 철골구조및막구조 구조물용도 보조경기장지붕막 1) 구조설계규준 강구조계산규준및해설 ( 대한건축학회 ) AISC-ASD83
歯전용]
![歯전용]](/thumbs/91/107045760.jpg "歯전용]")
2001. 9. 6 1. 1. (1) (1) 1 (2) (2) 2 3 INVESTER PROFESIONAL ORGANIZATION GOVERNMENT CODE COMMITTEE SPECIFICATION CODE LAW LICENSE PERMIT PLANT 4 5 6 7 2. (1) 2. (1) 8 9 (2) (2) 10 (3) ( ). () 20kg/ (P70,
<313630313032C6AFC1FD28B1C7C7F5C1DF292E687770>
양성자가속기연구센터 양성자가속기 개발 및 운영현황 DOI: 10.3938/PhiT.25.001 권혁중 김한성 Development and Operational Status of the Proton Linear Accelerator at the KOMAC Hyeok-Jung KWON and Han-Sung KIM A 100-MeV proton linear accelerator
자기공명영상장치(MRI) 자장세기에 따른 MRI 품질관리 영상검사의 개별항목점수 실태조사 A B Fig. 1. High-contrast spatial resolution in phantom test. A. Slice 1 with three sets of hole arr
Original Article pissn 1738-2637 J Korean Soc Radiol 2012;67(2):129-134 The Survey of Magnetic Resonance Imaging Quality according to in Korea 1 자기공명영상장치(MRI) 자장세기에 따른 MRI 품질관리 영상검사의 개별항목점수 실태조사 1 Hyun-Hae
B-3 B-4 HDV B-8 B-37 B-39 3S1A B-40 3S2A B-42 3S3A B-44 3S4A B-45 B-11 B-15 S1A B-16 K2A B-20 K3A B-24 S3A B-27 S4A B-30 S5A B-33 HPV5-6, HPV5-8 B-78
- - HDV -8-7 -9 S1-0 S - S - S - -11 - S1-16 K -0 K - S -7 S -0 S - HV-6, HV-8-78 -7-9 S11, S1-60 S1, S1-61 -7-9 S11-0 K1-1 K1 - S1 - S1 - S1 - HNV000-6 -6 HMV -66 HMV -69 HLV -7 HLV -7 HFV -76 HVC -81
대경테크종합카탈로그
The Series Pendulum Impact 601 & 602 Analog Tester For Regular DTI-602B (Izod) DTI-601 (Charpy) DTI-602A (Izod) SPECIFICATIONS Model DTI-601 DTI-602 Type Charpy for plastics lzod for plastics Capacity
17-221~235설계01철도사장교1.ps
17-221~235설계01철도사장교1.ps 2012.12.26 19:59 페이지221 VOL.19 설계사례 222 김종학, 이경훈, 손준상, 송혜금 236 미호천 1교의 계획 및 설계 김재기, 이경훈, 김기혁, 곽태영 248 하나대교(가칭)의 계획 및 설계 이명재, 이경훈, 박 철, 박흥희, 조재원, 이대규 274 국도18호선 진도대교 성능개선공사 실시설계용역
MUSSO POWER SYSTEM General Catalog 211 MUSSO POWER SYSTEM Leader in Chain Technology GENERAL CATALOG 211 The best choice and satisfaction We support your success. Table of Contents 4 Chain & Sprocket 6
공학박사학위 논문 운영 중 터널확대 굴착시 지반거동 특성분석 및 프로텍터 설계 Ground Behavior Analysis and Protector Design during the Enlargement of a Tunnel in Operation 2011년 2월 인하대
저작자표시-비영리-동일조건변경허락 2.0 대한민국 이용자는 아래의 조건을 따르는 경우에 한하여 자유롭게 이 저작물을 복제, 배포, 전송, 전시, 공연 및 방송할 수 있습니다. 이차적 저작물을 작성할 수 있습니다. 다음과 같은 조건을 따라야 합니다: 저작자표시. 귀하는 원저작자를 표시하여야 합니다. 비영리. 귀하는 이 저작물을 영리 목적으로 이용할 수 없습니다.
歯국문-Heatran소개자료1111.PDF
Heat Transfer Technology Heat Transfer Technology HEATRAN Heat Transfer Technology 1. 회사개요 Heat Transfer Technology Heat Transfer Technology Heat Transfer Technology Heat Transfer Technology Heat Transfer
나사식볼밸브.indd
HWASUNG VALVES 19~1990 001~010 19. 03 19. 0 1991~000 199. 1 199. 1 199. 11 199. 09 1999. 03 1999. 09 1999. 09 1999. 10 1999. 11 000. 0 000. 03 001~010 001. 03 001. 10 001. 11 00. 0 003. 03 003. 0 00. 01
(2) : :, α. α (3)., (3). α α (4) (4). (3). (1) (2) Antoine. (5) (6) 80, α =181.08kPa, =47.38kPa.. Figure 1.
Continuous Distillation Column Design Jungho Cho Department of chemical engineering, Dongyang university 1. ( ).... 2. McCabe-Thiele Method K-value. (1) : :, K-value. (2) : :, α. α (3)., (3). α α (4) (4).
Pilot Operated Regulator 1098-EGR 용도 도시가스지구정압기 (City Gate Station, Main Station) 도시가스지역정압기 (District Station) 상 공업용대유량전용정압기 ( 빌딩, 공장, 병원, 학교 ) 산업용대유량기
용도 도시가스지구정압기 (City Gate Station, Main Station) 도시가스지역정압기 (District Station) 상 공업용대유량전용정압기 ( 빌딩, 공장, 병원, 학교 ) 산업용대유량기구 Governor (Mixer, Boiler, Furnace, Plant Air Service) 특징 고정밀도, 대유량 - Loading Type Pilot
Berechenbar mehr Leistung fur thermoplastische Kunststoffverschraubungen
Fastener 독일 EJOT 社에서 만든 최고의 Plastic 전용 Screw 아세아볼트 CO., LTD. 대한민국 정식 라이센스 생산 업체 EJOT GmbH & Co. KG DELTA PT März 2003 Marketing TEL : 032-818-0234 FAX : 032-818-6355 주소 : 인천광역시 남동구 고잔동 645-8 남동공단 76B 9L
IZMAC 의 Shock Absorber 는수백만번을작동할수있도록설계되어있으며다음과같은사 항을고려하여주시면긴수명을보장합니다. 1) 용량선정이적정하게되었는지확인하십시오. 2) 충돌물체와 Shock Absorber 의설치각도가일치한가를확인하십시오. Piston Rod 의중
SHOCK ABSORBER 취급설명서 본사 : (153-709) 서울시금천구디지털로9길 32 에이동 704호 ( 갑을그레이트밸리 ) Tel. 02-2106-8585( 대표 ) Fax. 02-2106-8588 http: //www.izmac.co.kr E-mail: richardlee@izmac.co.kr IZMAC 의 Shock Absorber 는수백만번을작동할수있도록설계되어있으며다음과같은사
# KM
PARTS BOOK 1-NEEDLE, STRAIGHT LOCK-STITCH MACHINE WITH VERTICAL EDGE TRIMMER 1-NEEDLE, NEEDLE FEED LOCK-STITCH MACHINE WITH VERTICAL EDGE TRIMMER MODEL KM-506 SERIES KM-506-7S 1-NEEDLE, STRAIGHT LOCK-STITCH
한국콘베어-AP8p
K O R E A C O N V E Y O R K.C AP APRON CONVEYOR Apron Conveyors are used for conveying various bulk materials. They are particulary suitable for conveying hot materials such as clinker. K.C Apron Conveyors
Using Material of High Quality! ST 044N LYOUT O TH HIN Ls: Stroke Lp: Loop Length Lf: Loop Projection Hs: Safe Space (Dimensions in mm) ending radius
Min Max ST 044N MTRIL hain material: PS-polyamide with glass fiber reinforced UL94-H Low Noise Low Mote Speed : 10m / sec Temperature : -30 ~ +130 Other installation Length: Vertical curve above= max 2.0m
LYOUT O TH HIN (Dimensions in mm) ending radius R Lp Lf H ORDRING RKT TYP (ree nd racket)
LOW DUST LOW NOIS L HIN! Min Max nsb 020R lean Room Type nsb020r, nsb022r nsb028r, nsb035r rames are assembled at every link. nsb045r, nsb060r, nsb0r MTRIL hain material: PS-amide UL94-H Low Noise: TUV
untitled
전방향카메라와자율이동로봇 2006. 12. 7. 특허청전기전자심사본부유비쿼터스심사팀 장기정 전방향카메라와자율이동로봇 1 Omnidirectional Cameras 전방향카메라와자율이동로봇 2 With Fisheye Lens 전방향카메라와자율이동로봇 3 With Multiple Cameras 전방향카메라와자율이동로봇 4 With Mirrors 전방향카메라와자율이동로봇
27(5A)-07(5806).fm
ª Œª Œ 27ƒ 5A Á 2007 9œ pp. 753 ~ 758 gj pœw gj p { x A New Test Method for Pure Isotropic Flexural Tensile Strength of Concretes Ÿ Á y Á x Zi, GoangseupÁOh, HongseobÁChoi, Jinhyek Abstract Proposed is
MAX+plus II Getting Started - 무작정따라하기
무작정 따라하기 2001 10 4 / Version 20-2 0 MAX+plus II Digital, Schematic Capture MAX+plus II, IC, CPLD FPGA (Logic) ALTERA PLD FLEX10K Series EPF10K10QC208-4 MAX+plus II Project, Schematic, Design Compilation,
'00 지역별분석.PDF
. 1., 53,569 18.4%, (18.3% ), (7.6% ), (7.4% ). 2000 ( :,, % ) ( ) 2,440,992 53,569 748 74,399 3,537 6.6 43 5,875 812,369 14,893 334 20,297 1,316 8.8 55 2,099 690,726 15,562 289 20,591 2,048 13.2 40 3,267
7 LAMPS For use on a flat surface of a type 1 enclosure File No. E Pilot Lamp File No. E Type Classification Diagram - BULB Type Part Mate
7 LAMPS For use on a flat surface of a type 1 enclosure File No. E242380 Pilot Lamp File No. E242380 Type Classification Diagram - BULB Type Part Materials 226 YongSung Electric Co., Ltd. LAMPS
Preliminary spec(K93,K62_Chip_081118).xls
2.4GHz Antenna K93- Series KMA93A2450X-M01 Antenna mulilayer Preliminary Spec. Features LTCC Based designs Monolithic SMD with small, low-profile and light-weight type Wide bandwidth Size : 9 x 3 x 1.0mm
Microsoft Word - 259-267 Á¤Áظð.doc
대 한 조 선 학 회 논 문 집 Journal of the Society of Naval Architects of Korea 제42권 제3호 22005 년 6 월 ii. Vol. 42, No. 3, pp. 259-267, June 2005 비선형 베어링 요소를 이용한 탄성 추진 축계정렬에 관한 고찰 정준모 *, 최익흥 *, 신상훈 * 현대중공업 선박해양연구소
16-기06 환경하중237~246p
Study on Jointing System of Airport Concrete Pavement Considering Environmental Loading The environmental load on concrete pavement can be categorized into temperature and moisture loads which include
<4D F736F F D205052B0F1C1B6C0C720C7D8BCAEB9E6B9FD20B9D720BCBAB4C9C6F2B0A12E646F63>
PR 접합골조의해석방법및성능평가 Analytical Method and Performance Evaluation of PR Connection Moment Frame 1. 서론 구조물의거동은부재의강성과함께접합부의접합정도에크게영향을받는다. 접합부는강접 (fully restrained: FR) 과부분강접 (partially restrained: PR) 으로구분할수있으며,
歯174구경회.PDF
000 KALIMER - Creep-Fatigue Damage Evaluation of KALIMER Reactor Internal Structures for Elevated Temperature, 150 KALIMER ASME Code Case N-01-4 0 - - - Abstract In this paper, the design limits of the
Journal of Educational Innovation Research 2018, Vol. 28, No. 3, pp DOI: NCS : * A Study on
Journal of Educational Innovation Research 2018, Vol. 28, No. 3, pp.157-176 DOI: http://dx.doi.org/10.21024/pnuedi.28.3.201809.157 NCS : * A Study on the NCS Learning Module Problem Analysis and Effective
저작자표시 - 비영리 - 변경금지 2.0 대한민국 이용자는아래의조건을따르는경우에한하여자유롭게 이저작물을복제, 배포, 전송, 전시, 공연및방송할수있습니다. 다음과같은조건을따라야합니다 : 저작자표시. 귀하는원저작자를표시하여야합니다. 비영리. 귀하는이저작물을영리목적으로이용할
저작자표시 - 비영리 - 변경금지 2.0 대한민국 이용자는아래의조건을따르는경우에한하여자유롭게 이저작물을복제, 배포, 전송, 전시, 공연및방송할수있습니다. 다음과같은조건을따라야합니다 : 저작자표시. 귀하는원저작자를표시하여야합니다. 비영리. 귀하는이저작물을영리목적으로이용할수없습니다. 변경금지. 귀하는이저작물을개작, 변형또는가공할수없습니다. 귀하는, 이저작물의재이용이나배포의경우,
Alloy Group Material Al 1000,,, Cu Mg 2000 ( 2219 ) Rivet, Mn 3000 Al,,, Si 4000 Mg 5000 Mg Si 6000, Zn 7000, Mg Table 2 Al (%
http://wwwtechnonetcokr (Aluminum & Aluminum BasedAlloy) : LG 1 Aluminum Table 1, 2 1000 7000 4 Al 990% Al 1XXX AlCu 2XXX AlMn 3XXX AlSi 4XXX AlMg 5XXX AlMgSi 6XXX AlZn(Mg, Cu) 7XXX 8XXX ( ) 9XXX Fig 1
SUMMARY ITEM DESCRIPTION REMARKS EQUIPMENT(LINE) NAME HT I-SIDE B Line Sheet & Post Piercing/Riveting Mold Takt time 7.5 Min. Max Material Feeding(In+
SPECIFICATION FOR QUOTATION ( 견적사양서 ) HT I-SIDE B Line Sheet & Post Piercing/Riveting Mold (HT ROSARITO PLANT I-SIDE-B LINE) PROJECT REF NO. RME2017-20 1. SUMMARY 2. General Specification 3. Equipment
15.529~536(11-039).fm
Journal of the Korea Concrete Institute Vol. 23, o. 4, pp. 529~536, August, 211 GGGGG http://dx.doi.org/1.4334/jkci.211.23.4.529 z e f ü w x sƒ y 1) *Á 2) 1) û w» w m œw Experimental Verification on the
ÇѱÛÇ¥Áö
KOSA KOSA KOSA KOSA KOSA Assembly, Engineering Plastic KOSA Accessory Content KOSA Overview K-004 Technical Data K-006 KA40B with Timing Belt Drive K-008 KA60B with Timing Belt Drive K-010 KA60S with Ball
鍮뚮┰硫붾돱??李⑤낯
5 1 2 3 4 5 6 7 8 9 1 2 3 6 7 1 2 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 36 37 38 39 40 41 42 43 44 45 OK 46 47 OK 48 OK 49 50 51 OK OK 52 53 54 55 56 57 58 59 60 61
15 홍보담당관 (언론홍보담당) 김병호 ( 金 秉 鎬 ) 16 (행정담당) 박찬해 ( 朴 鑽 海 ) 예산담당관 17 (복지행정담당) 이혁재 ( 李 赫 在 ) 18 (보육담당) 주사 이영임 ( 李 泳 任 ) 기동근무해제. 19 (장애인담당) 박노혁 ( 朴 魯 爀 ) 기동
人 事 發 令 논산시 (2013. 2. 7일자) 일련 1 감사담당관 지방행정사무관 이정열 ( 李 廷 烈 ) 2 지방행정사무관 김오형 ( 金 五 衡 ) 감사담당관 3 지방행정사무관 조상환 ( 趙 相 煥 ) 행정지원과 4 지방행정사무관 이정호 ( 李 廷 鎬 ) 5 지방행정사무관 서형욱 ( 徐 炯 旭 ) 6 산림공원과 지방행정사무관 이연형 ( 李 連 炯 ) 취암동
14.531~539(08-037).fm
G Journal of the Korea Concrete Institute Vol. 20, No. 4, pp. 531~539, August, 2008 š x y w m š gj p { sƒ z 1) * 1) w w Evaluation of Flexural Strength for Normal and High Strength Concrete with Hooked
#KM-350AB..
PARTS BOOK KM-350A-7S KM-350A-7N KM-350B-7S KM-350B-7N KM-350A KM-350B PARTS BOOK KM-350A-7S KM-350A-7N KM-350B-7S KM-350B-7N KM-350A KM-350B PME-051121 MODEL FOR THIN MATERIAL KM-350A-7S 1-NEEDLE, NEEDLE
X-VA-MT3809G-MT3810G-kor
www.brooksinstrument.com 기본적인 설명 진행전 반드시 읽어 주십시오. Brooks 는 많은 국내 및 국제 기준을 충족하기 위해 제품을 설계, 생산 및 테스트를 합니다. 이 제품이 제대로 설치, 운영되고 그 들이 정상 사양 내에서 작동하도록 지속적인 유지보수가 필요합니다. Brooks Instrument 제품을 설치, 사용 및 유지보수 시
저작자표시 - 비영리 - 변경금지 2.0 대한민국 이용자는아래의조건을따르는경우에한하여자유롭게 이저작물을복제, 배포, 전송, 전시, 공연및방송할수있습니다. 다음과같은조건을따라야합니다 : 저작자표시. 귀하는원저작자를표시하여야합니다. 비영리. 귀하는이저작물을영리목적으로이용할수없습니다. 변경금지. 귀하는이저작물을개작, 변형또는가공할수없습니다. 귀하는, 이저작물의재이용이나배포의경우,
KM-380BL,BLB(100908)
PARTS BOOK KM-380BL KM-380BLB KM-380BL KM-380BLB MODEL FOR HEAVY MATERIAL KM-380BL CYLINDER-BED TYPE, 1-NEEDLE UNISON FEED, VERTICAL LARGE HOOK, LOCK-STITCH MACHINE. KM-380BLB CYLINDER-BED TYPE, 1-NEEDLE
DC Link Application DC Link capacitor can be universally used for the assembly of low inductance DC buffer circuits and DC filtering, smoothing. They
DC Link Capacitor DC Link Application DC Link capacitor can be universally used for the assembly of low inductance DC buffer circuits and DC filtering, smoothing. They are Metallized polypropylene (SH-type)
Parts List
COP 1440 Drifter Parts for Atlas Copco Atlas Copco No Crawler Drill Drfter Part Number Part Name Q'ty Unit Price Remarks 3115 1605 90 set of nipple 1set *} front head 3115 0286 00 dome nut 0.26kg 3115
untitled
X-Ray FLUORESCENCE NON-DESSTRUCTIVE & NON-CONTAC COATING THICKNESS TESTER EX-3000 Ex WIN Ver.1.00 INSTRUCTION MANUAL ELEC FINE INSTRUMENTS CO., LTD 2-31-5 CHUO, NAKANO-KU, TOKYO, JAPAN PHONE : (03) 3365-4411
( Full Automatic Printer ) 작용업종 : Tube Light ( 형광등 1.2m / 2.4m) 가로등조명. 인테리어산업용조명 Loader 1.2m Stencil Solder LED LD812V Reflow 8 to 10 Hot Air Convecti
Autotronik-SMT GmbH LED Assembly 위한장비구성도 Printer LED Pick & Place Reflow V-Cutting Model 1 1.2m Tube LED " 양산 " 장비 Full Vision Auto Printer 1.2m LED Pick & Place LED Reflow 10 Zone LED Multi V-Cutting
Á¶´öÈñ_0304_final.hwp
제조 중소기업의 고용창출 성과 및 과제 조덕희 양현봉 우리 경제에서 일자리 창출은 가장 중요한 정책과제입니다. 근래 들어 우리 사회에서 점차 심각성을 더해 가고 있는 청년 실업 문제에 대처하고, 사회적 소득 양극화 문제에 대응하기 위해서도 일자리 창 출은 무엇보다도 중요한 정책과제일 것입니다. 고용창출에서는 중소기업의 역할이 대기업보다 크다는 것이 일반적
D101351X0KR_May17
646 Fisher 646... 1... 1... 3... 4... 4... 4... 5... 5... 5... 6... 7... 7... 7... 9... 9... 9... 9... 10... 11... 12... 12... 13... 15... 15... 15 1. Fisher 646 Fisher 646,,..,,,, 646,.,,.. W6783 1 www.fisher.com
PowerPoint 프레젠테이션
Reasons for Poor Performance Programs 60% Design 20% System 2.5% Database 17.5% Source: ORACLE Performance Tuning 1 SMS TOOL DBA Monitoring TOOL Administration TOOL Performance Insight Backup SQL TUNING
Beam limitations Depth: limited to 920mm(W36) Weight: limited to 224kg/m Span to depth: >7 (AISC ) f 16 mm plug weld Column limitations Dep
액세스홀형상변수가 WUF-W 접합부반복거동에미치는영향 Effect of Access Hole Configuration Parameters on Cyclic Behavior for WUF-W Connections 김남훈 * 김태오 * 한상환 ** # Kim, Nam-Hun Kim, Tae-O Han, Sang Whan Abstract The welded unreinforced
(JBE Vol. 21, No. 1, January 2016) (Regular Paper) 21 1, (JBE Vol. 21, No. 1, January 2016) ISSN 228
(JBE Vol. 1, No. 1, January 016) (Regular Paper) 1 1, 016 1 (JBE Vol. 1, No. 1, January 016) http://dx.doi.org/10.5909/jbe.016.1.1.60 ISSN 87-9137 (Online) ISSN 16-7953 (Print) a), a) An Efficient Method
02 Reihe bis 750 bar GB-9.03
Water as a tool High-Pressure Plunger Pumps 02-Line (up to 750 bar) 252 702 1002 1502 1852 2502 Technical Data High-Pressure Plunger Pump Type 252 / 702 approx. 1.8 l approx. 50 kg net 45 mm/1.77 inch
PL E-Euro-V01.pmd
Price List valid from 1st of March 2009 English 1/2009 The Profile System Order comments Article-Number - additional specification.60 definines 1 bar of aluminium profile, length 6 m Example: 1.09.016040.14LP.60
목차 BUG offline replicator 에서유효하지않은로그를읽을경우비정상종료할수있다... 3 BUG 각 partition 이서로다른 tablespace 를가지고, column type 이 CLOB 이며, 해당 table 을 truncate
ALTIBASE HDB 6.1.1.5.6 Patch Notes 목차 BUG-39240 offline replicator 에서유효하지않은로그를읽을경우비정상종료할수있다... 3 BUG-41443 각 partition 이서로다른 tablespace 를가지고, column type 이 CLOB 이며, 해당 table 을 truncate 한뒤, hash partition
윤활유 개발 동향 및 연구 사례
0.3% 3.4% 40,530 4.9% 71,000 4,414 '00 '06 '10 HMC KMC ( ( 195 ( 125 ( ( ( EUROPE ASIA N. AMERICA AFRICA Hyundai Kia S. AMERICA Overseas Plant India OCEANIA : 300,000 Turkey : 200,000 China : 500,000 U.S.A
WIDIN - Toolholding Catalogue.pdf
T CH CHUC UCK K 60 ER Strong Torque Power ER Chuck have strong torque power. Slim designed ER Nut were minimized an interruption to workpiece. If using Carbide Drill and coated drill, it can be improve
New Accord 3.5 V6 _ Modern Steel Metallic
New Accord 3.5 V6 _ Modern Steel Metallic New Accord 3.5 V6 _ Crystal Black Pearl New Accord 3.5 V6 _ Modern Steel Metallic New Accord 3.5 V6 _ Crystal Black Pearl DESIGN New Accord 3.5 V6 _ Modern Steel
Abstützbock.fm
Doka 서포팅 로드 컨스트럭션 베어링 시스템 프레임 서포팅 컨스트력션 프레임 "Variable" 3.30m 187.8 580516000 Support. construction frame "Variable" 3.30m 구성 : (A) 서포팅 컨스트럭션 프레임용 웨일링 WU14 99.0 580510000 높이 : 252 cm (B) 멀티 - 퍼포스 웨일링 WS10
Abstract Musculoskeletal Symptoms and Related Factors for Nurses and Radiological Technologists Wearing a Lead Apron for Radiation Pro t e c t i o n Jung-Im Yoo, Jung-Wan Koo 1 ) Angio Unit, Team of Radiology,
1. Features IR-Compact non-contact infrared thermometer measures the infrared wavelength emitted from the target spot and converts it to standard curr
Non-Contact Infrared Temperature I R - Compact Sensor / Transmitter GASDNA co.,ltd C-910C, Bupyeong Woolim Lion s Valley, #425, Cheongcheon-Dong, Bupyeong-Gu, Incheon, Korea TEL: +82-32-623-7507 FAX: +82-32-623-7510
1차내지
1»` 1904.1.1 10:39 AM ` 1 1»` 1904.1.1 10:39 AM ` 2 1»` 1904.1.1 10:39 AM ` 3 1»` 1904.1.1 10:39 AM ` 4 1»` 1904.1.1 10:39 AM ` 5 1»` 1904.1.1 10:39 AM ` 6 1»` 1904.1.1 10:39 AM ` 7 1»` 1904.1.1 10:39
03 장태헌.hwp
THE JOURNAL OF KOREAN INSTITUTE OF ELECTROMAGNETIC ENGINEERING AND SCIENCE. 2013 Aug.; 24(8), 772 780. http://dx.doi.org/10.5515/kjkiees.2013.24.8.772 ISSN 1226-3133 (Print) ISSN 2288-226X (Online) HEMP
歯RCM
Reliability Centered Maintenance Page 2 1.,,,. Mode Component, Sub-system, System, System. Reliability Centered Maintenance :, program? Mechanism Page 3 Page 4. Mode Mode () () (FMEA) (FTA) (LTA) System
11111111111111111111111111111111111111111111111111111111111111111111111111111
서울시 금천구 가산동 448 대륭테크노타운 3차 301호 전화 : (02)838-0760 팩스 : (02)838-0782 메일 : support@gyrosoft.co.kr www.gyrosoft.co.kr www.gyro3d.com 매뉴얼 버전 : 1.00 (발행 2008.6.1) 이 설명서의 어느 부분도 자이로소프트(주)의 승인 없이 일부 또는 전부를 복제하여
Lumbar spine
Lumbar spine CT 32 111 DOI : 10.3831/KPI.2010.13.2.111 Lumbar Spine CT 32 Received : 10. 05. 23 Revised : 10. 06. 04 Accepted : 10. 06. 11 Key Words: Disc herniation, CT scan, Clinical analysis The Clinical
<3130C0E5>
Redundancy Adding extra bits for detecting or correcting errors at the destination Types of Errors Single-Bit Error Only one bit of a given data unit is changed Burst Error Two or more bits in the data
*KM-380BL,BLB724.
PARTS BOOK KM-380BL KM-380BLB KM-380BL KM-380BLB PME-051104 MODEL FOR HEAVY MATERIAL KM-380BL CYLINDER-BED TYPE, 1-NEEDLE UNISON FEED, VERTICAL LARGE HOOK, LOCK-STITCH MACHINE. KM-380BLB CYLINDER-BED TYPE,
KAERI/TR-2128/2002 : SMART 제어봉구동장치 기본설계 보고서
KAERI =100,000 25 20 Force, [kn/m^2] 15 10 5 0 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 b/a I = 1500[ AT ], a + b = 16[ mm], hr = 5.6[ mm], hδ = 11.2[ mm], δ = 0.35[
°�°üÁ¾ÇÕSP-±¹¹®
S e A H S t e e l C o r p o r a t i o n STEEL PIPES & TUBES Contents 3 4 5 6 8 10 16 37 38 40 45 46 47 Brief History 1960. 10 ( ) 1965. 3 KS Monogram 1967. 8 1969. 5 1970. 8 1973. 10 SPIRAL 1975. 2 1978.
歯AG-MX70P한글매뉴얼.PDF
120 V AC, 50/60 Hz : 52 W (with no optional accessories installed), indicates safety information. 70 W (with all optional accessories installed) : : (WxHxD) : : 41 F to 104 F (+ 5 C to + 40 C) Less than
歯기구학
1 1.1,,.,. (solid mechanics)., (kinematics), (statics), (kinetics). ( d y n a m i c s ).,,. ( m e c h a n i s m ). ( l i n k a g e ) ( 1.1 ), (pin joint) (revolute joint) (prismatic joint) ( 1.2 ) (open
CFP 제작(0113)
C 1514E C ISO 9001 ISO14001 OHSAS 18001 C-series foot support process pump ISO2858 ISO5199 www.hsgoodsprings.com EASY TO CONTACT TEL : 82-55-268-8976 FAX : 82-55-268-7947 Global Excellence, Hyosung Pump
<30375F283138312D313931295F313138375FC0E5BCF6C8A35FBCB1C7FCC0FDBBE8BDC3C7E8BFA120C0C7C7D120B4F5BAEDB5F0BDBAC5A9C4BFC5CDBFCD20BDCCB1DBB5F0BDBAC5A9C4BFC5CD2E687770>
J of Korean Tunn Undergr Sp Assoc 16(2)181-191(2014) eissn: 2287-4747 http://dx.doi.org/10.9711/ktaj.2014.16.2.181 pissn: 2233-8292 선형절삭시험에 의한 더블디스크커터와 싱글디스크커터의 커터 작용력과 축응력에 대한 실험적 평가 최순욱 1 ㆍ장수호 2 *ㆍ박영택
Microsoft Word - SRA-Series Manual.doc
사 용 설 명 서 SRA Series Professional Power Amplifier MODEL No : SRA-500, SRA-900, SRA-1300 차 례 차 례 ---------------------------------------------------------------------- 2 안전지침 / 주의사항 -----------------------------------------------------------
Valuation (DCF Multiple ) VIII Case Study 3 1 NOA, IBD ( 1 ) 2 ( 2 ) 3 (DCF 3 ) 4 WACC (DCF 4 ) 5 EBITDA (Multiple 3 ) 6 Multiple (Multiple 4 ) 7 ( 5
Valuation (DCF Multiple ) Valuation (DCF Multiple ) I Valuation 1 Valuation 2 valuation II VBM Valuation 1 VBM 2 M&A III 1 2 IV 1 NOA, IBD ( 1 ) 2 ( 2 ) 3 (DCF 3 ) 4 WACC (DCF 4 ) 5 EBITDA (Multiple 3
#KM-250š
PARTS BOOK FOR 1-NEEDLE, STRAIGHT LOCK-STITCH MACHINE SERIES KM-250AU-7S KM-250AU-7N KM-250A-7S KM-250A-7N KM-250B-7S KM-250B-7N KM-250BH-7S KM-250BH-7N KM-250BL-7S KM-250BL-7N KM-250AU KM-250A KM-250B
07.pert.cpm
제7장 PRT CPM 일정계획 /7-01 제7장 PRT CPM 일정계획 1. 단독사업 PRT/CPM 일정계획 / 7-0. PRT/CPM 기타문제 / 7-17 3. 기출 예상 문제 및 착안점 / 7-0 7-0 / [최신]기술지도사-생산계획편 1. 단독사업 PRT/CPM 일정계획 [경지 008] [공기 198, 010] * 네트워크 계획 및 통제 기법을 이용하여
2011년 10월 초판 c 2011 Sony Corporation. All rights reserved. 서면 허가 없이 전체 또는 일부를 복제하는 것을 금합니다. 기능 및 규격은 통보 없이 변경될 수 있습니다. Sony와 Sony 로고는 Sony의 상표입니다. G L
HXR-NX3D1용 3D 워크플로 가이드북 2011년 10월 초판 c 2011 Sony Corporation. All rights reserved. 서면 허가 없이 전체 또는 일부를 복제하는 것을 금합니다. 기능 및 규격은 통보 없이 변경될 수 있습니다. Sony와 Sony 로고는 Sony의 상표입니다. G Lens, Exmor, InfoLITHIUM, Memory
<30345F283439372D353034295F313135375FC0CCB5BFC8F15FB5B5B7CEC5CDB3CEC0C720B0BBB1B8BACE20B0E6B0FCBCB3B0E8B0A120C5CDB3CE20B3BBBACEC1B6B8ED2E687770>
J of Korean Tunn Undergr Sp Assoc 15(5)497-504(2013) eissn: 2287-4747 http://dx.doi.org/10.9711/ktaj.2013.15.5.497 pissn: 2233-8292 도로터널의 갱구부 경관설계가 터널 내부조명에 미치는 영향에 관한 연구 이미애 1 ㆍ이동희 2 * 1 아이라이트 대표이사 2
untitled
CLEBO PM-10S / PM-10HT Megapixel Speed Dome Camera 2/39 3/39 4/39 5/39 6/39 7/39 8/39 ON ON 1 2 3 4 5 6 7 8 9/39 ON ON 1 2 3 4 10/39 ON ON 1 2 3 4 11/39 12/39 13/39 14/39 15/39 Meg gapixel Speed Dome Camera
1393È£ 1¸é
www.ex-police.or.kr 2 3 4 5 6 2010年 7月 31日 土曜日 제1393호 서로에게 소식을 전합시다 임대인이 임대차 목적물의 수선의무를 부담하게 되는 파손 장해의 정도 김 진(前 경우회 재정처장) 임대차 목적물의 파손 또는 장해가 생긴 경우 경미한 사안은 임차인이 부 담하고 그 이외의 많은 비용이 드는 사안은 임대인이 부담하여야한 임 차건물이
(k07-057).fm
G Journal of the Korea Concrete Institute Vol. 19, No. 6, pp. 763~771, December, 2007 FRP w w gj p 1) *Áw 2) Á 1) 1) w w œw 2) w w ey l Behaviour of One-Way Concrete Slabs Reinforced with Fiber Reinforced
VOL.76.2008/2 Technical SmartPlant Materials - Document Management SmartPlant Materials에서 기본적인 Document를 관리하고자 할 때 필요한 세팅, 파일 업로드 방법 그리고 Path Type인 Ph
인터그래프코리아(주)뉴스레터 통권 제76회 비매품 News Letters Information Systems for the plant Lifecycle Proccess Power & Marine Intergraph 2008 Contents Intergraph 2008 SmartPlant Materials Customer Status 인터그래프(주) 파트너사
. "" "",.... :...,,....,.. :..,,,..,,...,.... 2
RD-5405 /.. . "" "",.... :...,,....,.. :..,,,..,,...,.... 2 ..,,..,.. (,,,, )......,...,., ( ),,,,.,. (, )..,...... BD/DVD CD TV, VCR,........ (+, -).,,..... 3 ... 2... 3....3... 5... 9... 10...11...11...
6_14_NCM.qxd
ir Cylinder: tandard/on-rotating Rod Double cting/ingle cting, ingle Rod/Double Rod eries CM ø3/4", ø7/8", ø1 1/16", ø1 1/4", ø1 1/2", ø2" 1 CJ1 CJP CJ2 CM2 CG1 M M1 C2 C1 C76 C85 C95 CP95 CM C D- -X 20-
기술 데이터 자료 (주)화신 국제 인증규격 인증품 소개 박스 보호등급(IP) / UL / NEMA / RoHS 방폭 등급 / 우레탄 가스켓 포밍 4P~5P 6P~7P 8P~9P 플라스틱 박스 & 알루미늄 제품 플라스틱 제품의 특징 및 전 제품 소개 10P~11P 단자함
V.19 2015년 10월 발행 v.19 기술 데이터 자료 (주)화신 국제 인증규격 인증품 소개 박스 보호등급(IP) / UL / NEMA / RoHS 방폭 등급 / 우레탄 가스켓 포밍 4P~5P 6P~7P 8P~9P 플라스틱 박스 & 알루미늄 제품 플라스틱 제품의 특징 및 전 제품 소개 10P~11P 단자함 N 시리즈 제품 소개 12P 유럽형 Q 시리즈 제품
2007 Ju l y C o n t e n t s
2007 Ju l y C o n t e n t s Provided by SES Stone Te c h n i c s Wind Tunnel Test Structural Connection Test S t r u c t u r a l C o n s t r u c t i o n R E F E R E N C E S 1. ASTM C99, "Standard
GD-SERISE / GS-SERISE DESCRIPTION GD / GS series pneumatic actuator are designed & developed with new concept for the next generation. GD / GS series
High Class 공압식엑츄에이터 PNEUMATIC ACTUATORS Rack & Pinion Designed GD-SERISE Double Acting GD-SERISE Single Acting (Spring Return) GINICE Co., Ltd www.ginice.co.kr / www.ginice.com GD-SERISE / GS-SERISE DESCRIPTION
solution map_....
SOLUTION BROCHURE RELIABLE STORAGE SOLUTIONS ETERNUS FOR RELIABILITY AND AVAILABILITY PROTECT YOUR DATA AND SUPPORT BUSINESS FLEXIBILITY WITH FUJITSU STORAGE SOLUTIONS kr.fujitsu.com INDEX 1. Storage System