Beam AnalysisBS8110

01:56:1904/22/2023

nts document.xls Thade ConsultTel:- 0802-330-1390

Analysis and design of 1st floor panel F

L O A D E S T I M A T I O N

fy= 380 N= 24

fcu= 20 cover= 25.00 mm

h= 300 mm 12.00 mm Project:- Sl.s/w = 7.2 d= 269 mm

part.= 1.2 b= 1,000 mm Floor:- 1st floorfin.= 1.2 Col. Load = kNgk= 9.6 Wall load = kN Roof load =qk= 6 Floor load = kN Area of floor =

A N A L Y S I SLength l m 5.70 7.20Distr. load w kN/m 24.00 24.00Point load 1 kN 0.00 0.00Point load 2 kN 0.00 0.00le1 m 0.00 0.000le2 m 0.00 0.000

24.00 24.00

5.70 7.20

M 389.88 155.52V 136.80 86.40 86.40

389.88

155.52R E I N F O R C E M E N T R E Q U I R E M E N T

Mu = kNm 226K = 0.107z = 232

2030.18

Dia mm 16

N/mm2 KN/m2

N/mm2

Bar f =

KN/m2

KN/m2

KN/m2

KN/m2

KN/m2

Asc req = mm2/m

Beam AnalysisBS8110

01:56:1904/22/2023

nts document.xls Thade ConsultTel:- 0802-330-1390

Spacing mm 75Prov. Y16 @ 75mm c/c B

2680

Distribution Reinforcement 390.00Dia mm 10Spacing mm 200

393Prov. Y10 @ 200mm c/c B As dist. Bar

D E F L E C T I O N C O N D I T I O N

#DIV/0!Modification Factor #DIV/0!Basic s/d #DIV/0!Actual s/d 0.00Condition #DIV/0!

Asc prov. = mm2/m

mm2/m

Asc prov. = mm2/m

M/bd2