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Wall 300

The document provides analysis results for the continuous beam with a span of 2.4m, including bending moments, shear forces, reinforcement requirements, deflections, and other structural details. Maximum and minimum moments and shear forces are calculated at regular intervals along the beam. Reinforcing steel areas are provided for both top and bottom reinforcement. Elastic and long-term deflections are also summarized.

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30 views3 pages

Wall 300

The document provides analysis results for the continuous beam with a span of 2.4m, including bending moments, shear forces, reinforcement requirements, deflections, and other structural details. Maximum and minimum moments and shear forces are calculated at regular intervals along the beam. Reinforcing steel areas are provided for both top and bottom reinforcement. Elastic and long-term deflections are also summarized.

Uploaded by

johnstruct arch
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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C O N T I N U O U S B E A M Ver W3.0.30 - 10 Jul 2018


Title : wall300
Data File :
Date/Time : 26-03-2023
Code of Practice : IS:456 - 2000
=====================================================================

BENDING MOMENTS & REINFORCEMENT


SPAN 1

Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)


0.000 -54.00 -36.00 590.88 0.00
0.100 -48.77 -32.51 533.62 0.00
0.200 -43.86 -29.24 479.95 0.00
0.300 -39.28 -26.18 429.77 0.00
0.400 -35.00 -23.33 382.98 0.00
0.500 -31.02 -20.68 339.47 0.00
0.600 -27.34 -18.23 299.13 0.00
0.700 -23.93 -15.96 261.88 0.00
0.800 -20.80 -13.87 227.60 0.00
0.900 -17.93 -11.95 196.19 0.00
1.000 -15.31 -10.21 167.55 0.00
1.100 -12.94 -8.63 141.58 0.00
1.200 -10.80 -7.20 118.18 0.00
1.300 -8.89 -5.92 97.23 0.00
1.400 -7.19 -4.79 78.65 0.00
1.500 -5.70 -3.80 62.32 0.00
1.600 -4.40 -2.93 48.15 0.00
1.700 -3.29 -2.19 36.02 0.00
1.800 -2.36 -1.58 25.85 0.00
1.900 -1.60 -1.07 17.52 0.00
2.000 -1.00 -0.67 10.94 0.00
2.100 -0.55 -0.37 6.00 0.00
2.200 -0.24 -0.16 2.60 0.00
2.300 -0.06 -0.04 0.63 0.00
2.400 0.00 0.00 0.00 0.00

---------------------------------------------------------------------
SHEAR FORCES & REINFORCEMENT

SPAN 1

Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)


Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)

0.000 36.00 54.00 728.00 0.00 1.11


0.100 33.78 50.67 378.56 0.00 1.11
0.200 31.62 47.44 189.28 0.00 1.11
0.300 29.53 44.30 126.19 0.00 1.11
0.400 27.50 41.25 94.64 0.00 1.11
0.500 25.53 38.30 75.71 0.00 1.11
0.600 23.62 35.44 72.80 0.00 1.11
0.700 21.78 32.67 72.80 0.00 1.11
0.800 20.00 30.00 72.80 0.00 1.11
0.900 18.28 27.42 72.80 0.00 1.11
1.000 16.62 24.94 72.80 0.00 1.11
1.100 15.03 22.55 72.80 0.00 1.11
1.200 13.50 20.25 72.80 0.00 1.11
1.300 12.03 18.05 72.80 0.00 1.11
1.400 10.62 15.94 72.80 0.00 1.11
1.500 9.28 13.92 72.80 0.00 1.11
1.600 8.00 12.00 72.80 0.00 1.11
1.700 6.78 10.17 72.80 0.00 1.11
1.800 5.62 8.44 72.80 0.00 1.11
1.900 4.53 6.80 72.80 0.00 1.11
2.000 3.50 5.25 72.80 0.00 1.11
2.100 2.53 3.80 72.80 0.00 1.11
2.200 1.62 2.44 72.80 0.00 1.11
2.300 0.78 1.17 72.80 0.00 1.11
2.400 -0.00 -0.00 72.80 0.00 1.11
---------------------------------------------------------------------
COLUMN REACTIONS
Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)

1 36.00 0.00 36.00 54.00


2 0.00 0.00 0.00 0.00

---------------------------------------------------------------------
COLUMN MOMENTS (Ultimate limit state)

Columns below
Support Bending Moment(kNm) Shear Force (kN)
No. Min. Max. Min. Max.

1 0.00 0.00 0.00 0.00


2 0.00 0.00 0.00 0.00
Columns above

Support Bending Moment(kNm) Shear Force (kN)


No. Min. Max. Min. Max.
1 0.00 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00

---------------------------------------------------------------------
ELASTIC DEFLECTIONS (Alternate spans loaded - positive downward)

Modulus of elasticity: Ec = 20 + fcu/5 = 24.0 Gpa

SPAN 1
Position(m) Min.Deflection(mm) Max.Deflection(mm)

0.000 0.00 0.00


0.100 0.00 0.00
0.200 0.01 0.01
0.300 0.03 0.03
0.400 0.05 0.05
0.500 0.07 0.07
0.600 0.10 0.10
0.700 0.13 0.13
0.800 0.16 0.16
0.900 0.20 0.20
1.000 0.24 0.24
1.100 0.28 0.28
1.200 0.32 0.32
1.200 0.32 0.32
1.300 0.37 0.37
1.400 0.41 0.41
1.500 0.45 0.45
1.600 0.50 0.50
1.700 0.55 0.55
1.800 0.59 0.59
1.900 0.64 0.64
2.000 0.69 0.69
2.100 0.74 0.74
2.200 0.79 0.79
2.300 0.84 0.84
2.400 0.88 0.88

---------------------------------------------------------------------
LONGTERM DEFLECTIONS (All spans loaded - positive downward)
Symbols: DS : Shrinkage deflection.
DL : Long-term deflection under permanent load.
DI : Instantaneous deflection under short-term load.
DT : Total long-term deflection.

SPAN 1
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)

0.000 0.00 0.00 0.00 0.00


0.100 0.00 0.02 0.00 0.03
0.200 0.02 0.09 0.00 0.11
0.300 0.03 0.20 0.00 0.23
0.400 0.06 0.34 0.00 0.40
0.500 0.09 0.52 0.00 0.61
0.600 0.12 0.72 0.00 0.84
0.700 0.16 0.95 0.00 1.11
0.800 0.20 1.19 0.00 1.39
0.900 0.24 1.44 0.00 1.68
1.000 0.28 1.70 0.00 1.98
1.100 0.32 1.97 0.00 2.29
1.200 0.36 2.24 0.00 2.60
1.200 0.36 2.24 0.00 2.60
1.300 0.41 2.51 0.00 2.92
1.400 0.45 2.79 0.00 3.24
1.500 0.49 3.07 0.00 3.56
1.600 0.54 3.35 0.00 3.89
1.700 0.58 3.63 0.00 4.21
1.800 0.63 3.92 0.00 4.54
1.900 0.67 4.20 0.00 4.87
2.000 0.71 4.49 0.00 5.20
2.100 0.76 4.77 0.00 5.53
2.200 0.80 5.06 0.00 5.86
2.300 0.85 5.35 0.00 6.20
2.400 0.89 5.64 0.00 6.53
---------------------------------------------------------------------
QUANTITIES

Section Area(m²)
1 0.300

Total weight of beam = 18.00 kN


=====================================================================

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