7/29/2019 Struds result

1/8

Beam Detail Report

Floor1 - Default Level

Design load combination : 1.20 DL + 1.20 LL + 1.20 EQL X+

Material Properties :

1.Design Data :

1.2)Loading on the Beam :

1.2.1)Self wt. of beam : -2.300 kN/m

1.2.3)Wall LoadUDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -11.362 kN/m

1.2.3)General LoadDeadLoad

UDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -20.000 kN/m

LiveLoadUDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -3.000 kN/m

2.Computation of Area of steel :2.1) Flexural Steel at Top and Bottom2.1.1)Computation of theoretical steel

PROJECT : Assignment-3_Design of Frame by Seismic Coefficient Method

PLAN : 1

JOB NO. : 1 REF. NO. : 3316

DATE : 10/18/12 TIME : 00:17:29

Building Version : 1.640 STRUDS Version : 4.0.0

Design of Beam Group : BG1

Beam : B1

fck = 20.000 N/mm

fy = 415.000 N/mm

1.1)Dimensions:

Beam Type = 'Rectangular Beam'

Width (b) = 230 mm

Total depth (D) = 400 mm

Effective Tension Cover = 33mm

Effective Compression Cover = 33mm

Clear side Cover = 25mm

Effective depth (d) = 367mm

Span (L) = 4.000m

Page 1 of 8

10/18/2012file://C:\Documents and Settings\abhijit\Desktop\Struds\1011BDR.html

7/29/2019 Struds result

2/8

7/29/2019 Struds result

3/8

7/29/2019 Struds result

4/8

7/29/2019 Struds result

5/8

7/29/2019 Struds result

6/8

2.2.2)Provided Shear Steel (Stirrups) :

Note : Nominal zone is where No Shear Reinforcement is needed.Hence provide minimum Shear Reinforcement of 0.75 d(As per Clause 26.5.1.5 of IS 456:2000)

Material Properties :

1.Design Data :

1.2)Loading on the Beam :

1.2.1)Self wt. of beam : -2.300 kN/m

1.2.3)Wall LoadUDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -11.362 kN/m

1.2.3)General LoadDeadLoad

UDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -20.000 kN/m

LiveLoadUDL in kN/mSt.Pt 0.000 m L = 4.000 m Max. Value = -3.000 kN/m

2.Computation of Area of steel :

Vucin kN

63.824 63.824 63.824 43.685 43.685 43.685 43.685 43.685 61.275 61.275 61.275

DesignShearin kN

0.000 0.000 0.000 0.000 0.000 0.000 14.587 32.185 32.193 49.790 67.388

Spacing

req.in mmfor 6 Dia

222 222 222 222 222 222 222 222 222 150 111

Nominal Zone :#6 @ 200 mm c/c from 0.000 to 3.000 .

Right Zone :#6 @ 100 mm c/c from 3.000 to 4.000.

Design of Beam Group : BG3

Beam : B3

fck = 20.000 N/mm

fy = 415.000 N/mm

1.1)Dimensions:

Beam Type = 'Rectangular Beam'

Width (b) = 230 mm

Total depth (D) = 400 mm

Effective Tension Cover = 33mmEffective Compression Cover = 33mm

Clear side Cover = 25mm

Effective depth (d) = 367mm

Span (L) = 4.000m

Page 6 of 8

10/18/2012file://C:\Documents and Settings\abhijit\Desktop\Struds\1011BDR.html

7/29/2019 Struds result

7/8

7/29/2019 Struds result

8/8