T BEAM Favourite03
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FLANGED BEAM ( T - DATA : PERTICULARS SYMBOL VALUE UNIT Mu 800 kNm CONCRETE Fck 25 Mpa STEEL Fy 415 Mpa BOTTOM WIDTH bw 250 mm TOP WIDTH bf 1200 mm Df 120 CLEAR COVER d' 60 mm TRIAL DEPTH : PERTICULARS SYMBOL VALUE UNIT R 3.45 Mpa EFFECTIVE DEPTH d1 970.00 mm TOTAL DEPTH D1 1040 mm α 35 % FINAL DIMENSION : PERTICULARS SYMBOL VALUE UNIT BOTTOM WIDTH bw 250.00 mm TOP WIDTH bf 1200.00 mm SLAB THICKNESS Df 120.00 mm TOTAL DEPTH D 670.00 mm EFFECTIVE DEPTH d 590 mm ULTIMATE MOMENT THICKNESS OF SLAB MOMENT CONSTANT % REDUCTION IN DEPTH
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Transcript of T BEAM Favourite03
FLANGED BEAM ( T - BEAM )
DATA :
PERTICULARS SYMBOL VALUE UNIT
Mu 800 kNm
CONCRETE Fck 25 MpaSTEEL Fy 415 Mpa
BOTTOM WIDTH bw 250 mmTOP WIDTH bf 1200 mm
Df 120
CLEAR COVER d' 60 mm
TRIAL DEPTH :
PERTICULARS SYMBOL VALUE UNIT
R 3.45 Mpa
EFFECTIVE DEPTH d1 970.00 mm
TOTAL DEPTH D1 1040 mm
α 35 %
FINAL DIMENSION :
PERTICULARS SYMBOL VALUE UNIT
BOTTOM WIDTH bw 250.00 mmTOP WIDTH bf 1200.00 mm
SLAB THICKNESS Df 120.00 mmTOTAL DEPTH D 670.00 mm
EFFECTIVE DEPTH d 590 mm
ULTIMATE MOMENT
THICKNESS OF SLAB
MOMENT CONSTANT
% REDUCTION IN DEPTH
PERTICULARS SYMBOL VALUE UNIT
Mu1 699.32 kNm
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
PERTICULARS SYMBOL VALUE UNIT
DEPTH OF N.A. Xu 280 mm
Mu2 971.30 kNm
ASSUME Xu = Df
ULTIMATE MOMENT
IF Mu > Mu1 ; Xu > Df
ASSUME (3/7)(Xu) = Df
ULTIMATE MOMENT
IF Mu < Mu2 ; (3/7) Xu <= Df
PERTICULARS
ULTIMATE MOMENT
DEPTH OF N.A.
MAXIMUM N.A.
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS
N.A.Max. Moment
DOUBLY SECTION DESIGN :
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
RATIO
PERTICULARS
N.A.Max. Moment
FINAL RESULT :
PERTICULARS
COMPRESSIVE STRESS IN STEEL
Max. Tension Reinforcement
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
fsc
PERTICULARS SYMBOL VALUE UNIT
Mu 800.00 kNm
DEPTH OF N.A. Xu 176.51 mm
MAXIMUM N.A. Xu_max 283.2 mm
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max 283.20 mmReduced Thk. Yf 120.48 mmMax. Moment Mu1 976.23 kNm
Ast1 5299.50
DOUBLY SECTION DESIGN :
ULTIMATE MOMENT
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
RATIO d' / d 0.10 …….
fsc 353 Mpa
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max 283.20 mmMax. Moment Mu2 -176.23 kNm
Ast2 -920.94
Asc -941.94 mm2
FINAL RESULT :
PERTICULARS SYMBOL VALUE UNIT
Ast_total mm2
Asc mm2
COMPRESSIVE STRESS IN
STEEL
Max. Tension Reinforcement
mm2
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
fsc
FLANGED BEAM ( T - BEAM )SHASHIN PATEL (SD1107)
SYMBOL VALUE UNIT
Xu mm
Ast mm2
IF Mu < Mu1 ; Xu <= Df
IF Mu > Mu2 ; (3/7) Xu > Df
SYMBOL VALUE UNIT
Mu 800.00 kNm
Xu 102.66 mm
Xu_max 283.2 mm
FINAL RESULT :
SYMBOL VALUE UNIT
Xu mm
Ast mm2
BALANCE SECTION DESIGN :
SYMBOL VALUE UNIT
Xu_max 283.20 mmMu1 973.84 kNm
Ast1 5285.42
DOUBLY SECTION DESIGN :
IF Xu < Xu_max SINGLY….
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d 0.10 …….
fsc 353 Mpa
SYMBOL VALUE UNIT
Xu_max 283.20 mmMu2 -173.84 kNm
Ast2 -908.46
Asc -929.18 mm2
FINAL RESULT :
SYMBOL VALUE UNIT
Ast_total mm2
Asc mm2
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
FINAL RESULT :
SYMBOL VALUE UNIT
Xu 176.51 mm
Ast 4165.13 mm2
IF Xu < Xu_max SINGLY….
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
FLANGED BEAM ( T - BEAM )
DATA :
PERTICULARS SYMBOL VALUE UNIT
Mu 600 kNm
CONCRETE Fck #NAME? MpaSTEEL Fy 415 Mpa
BOTTOM WIDTH bw 250 mmTOP WIDTH bf 1200 mm
Df 120
COVER d' 60 mm
TRIAL DEPTH :
PERTICULARS SYMBOL VALUE UNIT
R #NAME? Mpa
EFFECTIVE DEPTH d1 #NAME? mm
TOTAL DEPTH D1 #NAME? mm
α 35 %
FINAL DIMENSION :
PERTICULARS SYMBOL VALUE UNIT
BOTTOM WIDTH bw #NAME? mmTOP WIDTH bf #NAME? mm
SLAB THICKNESS Df #NAME? mmTOTAL DEPTH D 670.00 mm
EFFECTIVE DEPTH d #NAME? mm
ULTIMATE MOMENT
THICKNESS OF SLAB
MOMENT CONSTANT
% REDUCTION IN DEPTH
PERTICULARS SYMBOL VALUE UNIT
Mu1 #NAME? kNm
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
PERTICULARS SYMBOL VALUE UNIT
DEPTH OF N.A. Xu #NAME? mm
Mu2 #NAME? kNm
ASSUME Xu = Df
ULTIMATE MOMENT
IF Mu > Mu1 ; Xu > Df
ASSUME (3/7)(Xu) = Df
ULTIMATE MOMENT
IF Mu < Mu2 ; (3/7) Xu <= Df
PERTICULARS
ULTIMATE MOMENT
DEPTH OF N.A.
MAXIMUM N.A.
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS
N.A.Max. Moment
DOUBLY SECTION DESIGN :
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
RATIO
PERTICULARS
N.A.Max. Moment
FINAL RESULT :
PERTICULARS
COMPRESSIVE STRESS IN STEEL
Max. Tension Reinforcement
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
fsc
PERTICULARS SYMBOL VALUE UNIT
Mu #NAME? kNm
DEPTH OF N.A. Xu 36.66 mm
MAXIMUM N.A. Xu_max #NAME? mm
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max #NAME? mmReduced Thk. Yf #NAME? mmMax. Moment Mu1 #NAME? kNm
Ast1 #NAME?
DOUBLY SECTION DESIGN :
ULTIMATE MOMENT
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
RATIO d' / d #NAME? …….
fsc 353 Mpa
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max #NAME? mmMax. Moment Mu2 #NAME? kNm
Ast2 #NAME?
Asc #NAME? mm2
FINAL RESULT :
PERTICULARS SYMBOL VALUE UNIT
Ast_total #NAME? mm2
Asc #NAME? mm2
COMPRESSIVE STRESS IN
STEEL
Max. Tension Reinforcement
mm2
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
fsc
FLANGED BEAM ( T - BEAM )SHASHIN PATEL (SD1107)
SYMBOL VALUE UNIT
Xu #NAME? mm
Ast #NAME? mm2
IF Mu < Mu1 ; Xu <= Df
IF Mu > Mu2 ; (3/7) Xu > Df
SYMBOL VALUE UNIT
Mu #NAME? kNm
Xu -102.81 mm
Xu_max #NAME? mm
FINAL RESULT :
SYMBOL VALUE UNIT
Xu #NAME? mm
Ast #NAME? mm2
BALANCE SECTION DESIGN :
SYMBOL VALUE UNIT
Xu_max #NAME? mmMu1 #NAME? kNm
Ast1 #NAME?
DOUBLY SECTION DESIGN :
IF Xu < Xu_max SINGLY….
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d #NAME? …….
fsc 353 Mpa
SYMBOL VALUE UNIT
Xu_max #NAME? mmMu2 #NAME? kNm
Ast2 #NAME?
Asc #NAME? mm2
FINAL RESULT :
SYMBOL VALUE UNIT
Ast_total #NAME? mm2
Asc #NAME? mm2
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
FINAL RESULT :
SYMBOL VALUE UNIT
Xu #NAME? mm
Ast #NAME? mm2
IF Xu < Xu_max SINGLY….
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
FLANGED BEAM ( T - BEAM )
DATA :
PERTICULARS SYMBOL VALUE UNIT
Mu 850 kNm
CONCRETE Fck 20 MpaSTEEL Fy 415 Mpa
BOTTOM WIDTH bw 250 mmTOP WIDTH bf 1000 mm
Df 120
TOTAL DEPTH D 750 mm
EFFECTIVE DEPTH d 680 mm
COVER d' 70 mm
TRIAL DEPTH :
PERTICULARS SYMBOL VALUE UNIT
R 2.76 Mpa
EFFECTIVE DEPTH d1 1110.00 mm
TOTAL DEPTH D1 1190 mm
α 35 %
FINAL DIMENSION :
PERTICULARS SYMBOL VALUE UNIT
BOTTOM WIDTH bw 250.00 mmTOP WIDTH bf 1000.00 mm
SLAB THICKNESS Df 120.00 mmTOTAL DEPTH D 750.00 mm
ULTIMATE MOMENT
THICKNESS OF SLAB
MOMENT CONSTANT
% REDUCTION IN DEPTH
EFFECTIVE DEPTH d 680 mm
PERTICULARS SYMBOL VALUE UNIT
Mu1 543.97 kNm
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
PERTICULARS SYMBOL VALUE UNIT
DEPTH OF N.A. Xu 280 mm
Mu2 781.19 kNm
ASSUME Xu = Df
ULTIMATE MOMENT
IF Mu > Mu1 ; Xu > Df
ASSUME (3/7)(Xu) = Df
ULTIMATE MOMENT
IF Mu < Mu2 ; (3/7) Xu <= Df
PERTICULARS
ULTIMATE MOMENT
DEPTH OF N.A.
MAXIMUM N.A.
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS
N.A.Max. Moment
DOUBLY SECTION DESIGN :
IF Mu < Mu2 ; (3/7) Xu <= Df
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
RATIO
PERTICULARS
N.A.Max. Moment
FINAL RESULT :
PERTICULARS
COMPRESSIVE STRESS IN STEEL
Max. Tension Reinforcement
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
fsc
PERTICULARS SYMBOL VALUE UNIT
Mu 850.00 kNm
DEPTH OF N.A. Xu 332.16 mm
MAXIMUM N.A. Xu_max 326.4 mm
FINAL RESULT :
PERTICULARS
DEPTH OF N.A.
REINFORCEMENT
BALANCE SECTION DESIGN :
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max 326.40 mmReduced Thk. Yf 126.96 mmMax. Moment Mu1 842.62 kNm
Ast1 3979.73
DOUBLY SECTION DESIGN :
ULTIMATE MOMENT
IF Xu > Xu_max DOUBLY….
Max. Tension Reinforcement
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
RATIO d' / d 0.10 …….
fsc 353 Mpa
PERTICULARS SYMBOL VALUE UNIT
N.A. Xu_max 326.40 mmMax. Moment Mu2 7.38 kNm
Ast2 33.51
Asc 34.27 mm2
FINAL RESULT :
PERTICULARS SYMBOL VALUE UNIT
Ast_total mm2
Asc mm2
COMPRESSIVE STRESS IN
STEEL
Max. Tension Reinforcement
mm2
Max. Compression Reinforcement
Tension Reinforcement
Compression Reinforcement
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
fsc
FLANGED BEAM ( T - BEAM )SHASHIN PATEL (SD1107)
SYMBOL VALUE UNIT
Xu mm
Ast mm2
IF Mu < Mu1 ; Xu <= Df
IF Mu > Mu2 ; (3/7) Xu > Df
SYMBOL VALUE UNIT
Mu 850.00 kNm
Xu 374.36 mm
Xu_max 326.4 mm
FINAL RESULT :
SYMBOL VALUE UNIT
Xu mm
Ast mm2
BALANCE SECTION DESIGN :
SYMBOL VALUE UNIT
Xu_max 326.40 mmMu1 816.71 kNm
Ast1 3850.77
DOUBLY SECTION DESIGN :
IF Mu > Mu2 ; (3/7) Xu > Df
IF Xu < Xu_max SINGLY….
mm2
d' / d 0.10 …….
fsc 353 Mpa
SYMBOL VALUE UNIT
Xu_max 326.40 mmMu2 33.29 kNm
Ast2 151.16
Asc 154.61 mm2
FINAL RESULT :
SYMBOL VALUE UNIT
Ast_total 4001.93 mm2
Asc 154.61 mm2
mm2
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
d' / d
FINAL RESULT :
SYMBOL VALUE UNIT
Xu mm
Ast mm2
IF Xu < Xu_max SINGLY….
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
0.05 0.1 0.15 0.2315
320
325
330
335
340
345
350
355
360
