weld1
DESCRIPTION
beam weld designTRANSCRIPT
DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B : ERTICAL HAUNCH CONN ALONG LINE-A ! BDESIGN O"ERTICAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 3 ! 4M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 1-..5 4..7DL+WL (25 RE 21! "#.#TRIAL SECTION PROIDE - / -4 $$ THK. PLATE 0 -00$$ 123% , 1- / -4 $$ 32).BOLCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ "%% &&PLATE LENGTH $ '5% &&PLATE WIDTH $ 2%% &&LEVER ARM $ (%%$ (%% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ 1(%.5 2 %.($ 2(' KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ !5 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ 12.2 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ !5+1%% 2 !$ 1.11 KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2! && THK. PLATE + 2%%&& 9,;/ + 12 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 1".2 && HENCE SA"E$ -4 $$ 4*(523%3HENCE PROIDE -/-4 $$ 67+. PLATE 0 -00$$ 123% , ./-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B :RIDGE SPLICE CONN "OR BUILDING B1DESIGN O"ERTICAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 3 ! 4M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 5..4 4.-DL+WL '(.1 5.(TRIAL SECTION PROIDE - / -0 $$ THK. PLATE 0 -00$$ 123% , 8 / -4 $$ 32).BOLTCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ !%% &&PLATE LENGTH $ (%% &&PLATE WIDTH $ 2%% &&LEVER ARM $ !%%$ !%% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ (!.5"5 2 %.!$ 1(1 KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ !% 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ 1.! 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ !%+1%% 2 !$ 1.%1 KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2% && THK. PLATE + 2%%&& 9,;/ + ' 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 1(.# && HENCE SA"E$ -0 $$ 4*(523%3HENCE PROIDE -/-0 $$ 67+. PLATE 0 -00$$ 123% , 4/-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B : ERTICAL HAUNCH CONN ALONG LINE- B "OR BUILDING B-DESIGN O"ERTICAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 10M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 339.4 .8..DL+WL !%1 "".1TRIAL SECTION PROIDE - / -4 $$ THK. PLATE 0 -00$$ 123% , 1- / -4 $$ 32).BOLCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ B%% &&PLATE LENGTH $ 11%% &&PLATE WIDTH $ 2%% &&LEVER ARM $ '%%$ '%% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&$ ##B.! 2 %.'$ !2! KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ "1 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ 12.B 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ "1+1%% 2 !$ 1."" KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2! && THK. PLATE + 2%%&& 9,;/ + 12 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 21.( && HENCE SA"E$ -4 $$ 4*(523%3HENCE PROIDE -/-4 $$ 67+. PLATE 0 -00$$ 123% , ./-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B :RIDGE !SPLICE CONN "OR BUILDING B-DESIGN O"ERTICAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 1081181-!13M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 80.8 3.4DL+WL 11%.2 %.2TRIAL SECTION PROIDE - / -0 $$ THK. PLATE 0 -00$$ 123% , 8 / -4 $$ 32).BOLTCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ 55% &&PLATE LENGTH $ "5% &&PLATE WIDTH $ 2%% &&LEVER ARM $ 55%$ 55% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ '2.(5 2 %.55$ 15% KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ #' 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ %.B 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ #'+1%% 2 !$ %.B! KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2% && THK. PLATE + 2%%&& 9,;/ + ' 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 15.' && HENCE SA"E$ -0 $$ 4*(523%3HENCE PROIDE -/-0 $$ 67+. PLATE 0 -00$$ 123% , 4/-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B : HORIJONTAL HAUNCH CONN ALONG LINE- C "OR BUILDING B-DESIGN O"HORIJONTAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 14M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL -9-.. .5.1DL+WL !1B.B "2."TRIAL SECTION PROIDE - / -4 $$ THK. PLATE 0 -00$$ 123% , 1. / -4 $$ 32).BOLCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ B%% &&PLATE LENGTH $ 1%5% &&PLATE WIDTH $ 2%% &&LEVER ARM $ (%%$ (%% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ #1!.B25 2 %.($ 525 KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ (( 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ B.1 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ ((+1%% 2 !$ 1.(! KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2! && THK. PLATE + 2%%&& 9,;/ + 1( 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 2%.' && HENCE SA"E$ -4 $$ 4*(523%3HENCE PROIDE -/-4 $$ 67+. PLATE 0 -00$$ 123% , 8/-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - B :PORTAL BRACING ALONG LINE-BDESIGN O"ERTICAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 3 ! 4M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 0 0CL+WL 1#".'( !'.%2TRIAL SECTION PROIDE - / -4 $$ THK. PLATE 0 -00$$ 123% , 8 / -4 $$ 32).BOLTCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ 55% &&PLATE LENGTH $ "5% &&PLATE WIDTH $ 2%% &&LEVER ARM $ 55%$ 55% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ 1#".'( 2 %.55$ 251 KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ (# 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ 12.% 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ (#+1%% 2 !$ 1.5" KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2! && THK. PLATE + 2%%&& 9,;/ + ' 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 2%.# && HENCE SA"E$ -4 $$ 4*(523%3HENCE PROIDE -/-4 $$ 67+. PLATE 0 -00$$ 123% , 4/-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : KBSI. NO. 19587 DATE : 03.03.04DESIGNED BY : ELN CHECKED BY : MDPREV.NO. REV.DATECUSTOMER : THE SUPREME INDUSTRIES LTDBUILDING - C : HORIJONTAL HAUNCH CONN DESIGN O"HORIJONTAL HAUNCH CONNECTION T#PICAL $%$&%'(. : 14M)*+ :- NONEDESIGN FORCESLOAD CASE MOMENT SHEAR(KN-M) (KN)DL,LL 8..- 1..-7DL+WL B".B' 5'.BBTRIAL SECTION PROIDE - / -0 $$ THK. PLATE 0 -00$$ 123% , 8 / -4 $$ 32).BOLTCALCULATION OF TOTAL TENSION IN THE EXTREME FIBERRAFTER WEB DEPTH $ 5%% &&PLATE LENGTH $ (%% &&PLATE WIDTH $ 2%% &&LEVER ARM $ !%%$ !%% &&TOTAL TENSION IN E)TREME BOLTS $ M*+,&-& &.&/01 2 E33. L/4/5 *5&(25 RED6CED) $ "#.!'5 2 %.!$ 1'! KNCHECK FOR BOLT SIZEFORCES IN THE BOLTSA71-*8 A88.9*:8/(KN) (KN)TENSION IN EACH BOLT $ 2# 1-5 HENCE SA"E -4 DIA. O" BOLTSHEAR IN EACH BOLT $ ".! 47 HENCE SA"E -4 DIA. O" BOLTCHECK FOR THICKNESS OF PLATEM*+,&-& :/0;,0< &.&/01 ,0 1=/ >8*1/ ( M*$P+ L 2 !( A:.-1 75,1,78/ ?/71,.0 )-)) $ 2#+1%% 2 !$ %.5" KN-MT5,*8 ?/71,.0 PROVIDE 2 2 2% && THK. PLATE + 2%%&& 9,;/ + ' 2 2! && ;,*.BOLTS T=,7@0/?? .3 >8*1/ 5/A-,5/; $ ( + M* 2 3+ :$ 12.# && HENCE SA"E$ -0 $$ 4*(523%3HENCE PROIDE -/-0 $$ 67+. PLATE 0 -00$$ 123% , 4/-4 $$ 32). A6 6(4 ! &(66($DESIGN SHEET PAGE 1 OF 1JOB NO: : 1-57 DATE : 19.03.05DESIGNED BY : RLB CHECKED BY : MDPREV.NO. 0 REV.DATECUSTOMER : NAHAR SPINNING MILLS LTD.DESIGN O"9ELD JOINT : T#PICAL - AT HAUNCH; DESIGN FORCESLOAD CASE MOMENT(KN-M)DL,LL 547DL+WL #'!DL , LL 2< =*262=)>PROPERTIES O" 9ELD :T=,7@0/?? .3 W/8; $ 5 &&.F.5 :.1= ?,;/? : 2 + 5 $ 1% &&.2 + 22% + 1% + 52BC2 +(1% + 1%5%C#)212 +2 + 22% + 1% + !25C2 +1%% + 1% + 5"5C2$ #.#21E+%BCHECK "OR STRESSES :B/0;,0< &.&/01 *1 1=/ =*-07=D M $ 5!" KN-&A1 1=/ 38*0