Square Footing
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Transcript of Square Footing
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8/16/2019 Square Footing
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6. E)+/-8 2
;
+)*
V:
V2
. E)+/-8 3
+)*
V:
V3
V
V
V
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 12%.35
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
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$ 40
$ 25&.4
$ 594.9%
$ 0.00
59.45
$ 293.%5
$ 55&.%2
$ 0.00
$ 0.00
$ DIV0H
$ 432.%44
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 505
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 774.9&2
INPUT WORKING LIVELOAD, LL 211.294
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.2220&&
USE FOOTING LENGT, L 3.3
CALCULATE' P!$ DL ( LL ( EL 9&%.27%
CALCULATE' P)$ 1.2 DL ( 1.% LL 12%&.049
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 1141.272
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1141.272
USE P) *+-*)* 12%&.049
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 50%
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL %&&.&03
INPUT WORKING LIVELOAD, LL 221.74&
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.095924
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 910.551
CALCULATE' P)$ 1.2 DL ( 1.% LL 11&1.3%
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 104&.312
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 104&.312
USE P) *+-*)* 11&1.3%
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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12/43
UNITS
MP+
MP+ 12%.35 ++ -*-
-
8/16/2019 Square Footing
13/43
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 50&
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 703.911
INPUT WORKING LIVELOAD, LL 219.73%
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.11&10&
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 923.%47
CALCULATE' P)$ 1.2 DL ( 1.% LL 119%.271
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 10%4.429
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 10%4.429
USE P) *+-*)* 119%.271
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 509
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 742.5%9
INPUT WORKING LIVELOAD, LL 219.%39
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.1&2531
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 9%2.20&
CALCULATE' P)$ 1.2 DL ( 1.% LL 1242.505
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 1110.722
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1110.722
USE P) *+-*)* 1242.505
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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-
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-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
-
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NODE NO. 511
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 742.59%
INPUT WORKING LIVELOAD, LL 219.%5%
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.1&2%04
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 9%2.252
CALCULATE' P)$ 1.2 DL ( 1.% LL 1242.5%5
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 1110.771
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1110.771
USE P) *+-*)* 1242.5%5
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 512
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 703.97&
INPUT WORKING LIVELOAD, LL 219.744
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.11&235
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 923.722
CALCULATE' P)$ 1.2 DL ( 1.% LL 119%.3%4
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 10%4.51&
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 10%4.51&
USE P) *+-*)* 119%.3%4
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
-
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NODE NO. 513
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 743.2%9
INPUT WORKING LIVELOAD, LL 220.013
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.1&4307
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 9%3.2&2
CALCULATE' P)$ 1.2 DL ( 1.% LL 1243.944
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 1111.93%
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1111.93%
USE P) *+-*)* 1243.944
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
-
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NODE NO. 514
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL %&9.541
INPUT WORKING LIVELOAD, LL 222.04
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 3.097%75
USE FOOTING LENGT, L 3.2
CALCULATE' P!$ DL ( LL ( EL 911.5&1
CALCULATE' P)$ 1.2 DL ( 1.% LL 11&2.713
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 1049.4&9
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1049.4&9
USE P) *+-*)* 11&2.713
ULTIMATE SOIL PRESSURE , Q)/. 1.2E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
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NODE NO. 515
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 772.&&5
INPUT WORKING LIVELOAD, LL 207.51
INPUT WORKING SEISMIC LOAD, EL 53.%&7
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 2.&%0&1%
USE FOOTING LENGT, L 3
CALCULATE' P!$ DL ( LL ( EL 1034.0&2
CALCULATE' P)$ 1.2 DL ( 1.% LL 1259.47&
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 11&&.%59
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 1134.972
USE P) *+-*)* 1259.47&
ULTIMATE SOIL PRESSURE , Q)/. 1.4E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
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UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 12%.35
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
-
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NODE NO. 51%
SQUARE FOOTING
INPUT WORKING DEADLOAD, DL 534.7%&
INPUT WORKING LIVELOAD, LL 113.124
INPUT WORKING SEISMIC LOAD, EL 0
INPUT WORKING WIND LOAD, WL 0
INPUT COLUMN WIDT, ! 500
INPUT COLUMN TOTAL DEPT, " 500
FOOTING DIMENSION, #$L 2.%11497
USE FOOTING LENGT, L 2.7
CALCULATE' P!$ DL ( LL ( EL %47.&92
CALCULATE' P)$ 1.2 DL ( 1.% LL &22.72
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.0 EL 754.&45%
CALCULATE' P)$ 1.2 DL ( 1.0 LL ( 1.% WL 754.&45%
USE P) *+-*)* &22.72
ULTIMATE SOIL PRESSURE , Q)/. 1.1E(00&
DEPT FROM WIDE#EAM SEAR,
DEPT FROM PUNCING SEAR,
ALLOW. WIDE#EAM SEAR
ALLOW. PUNCING SEAR
USE FOOTING DEPT,
FOOTING TICKNESS, / &5
USE FOOTING TICKNESS, /
-
8/16/2019 Square Footing
41/43
UNITS
-? S/ @- S/>, = 275.&%
/ C8*:>-B S/>?/", = 20.7
)>, + 95
8= R6+> 20
** A>+ 8= R6+> 314
** I:)/ C8>/ C8B> 75
** S+* =8> #8/" D->/-8'
** U/-*+/ #-? M8*/, M)
*/, A
+, A*- 0
+ *+-*)* 0
/-8 R-=8>*/ 0
(1
DIV0H
**
** 8/'
MP+ K+*) +? "< =8> B.L?/" + 6+>-?, + +*+/HH
MP+ /+ -*+82 J) +? :+? 86 + :/", - *
-
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UNITS
MP+
MP+ 12%.35 ++ -*-
-
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Bar Diameter (mm) Area
10 79
12 113
1% 201
20 314
25 491
2& %1%32 &04
3% 1019
42 13&5
5& 2%42
