7/25/2019 TCC52 Column Chart Generation

1/9

Project Spreadsheets to EC2 The Concrete Centre

Client Advisory Group Made by Date Page

Location Columns at A1, A2 etc M! "#$eb#1" 2%%

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MATERIALS

fck 32 N/mm 1.15 steel Cover 35 mm

fyk 500 N/mm 1.5 concrete dg 20 mm

2 ef 1.15 10 mm Remote

Steel class A CONNECTING BEAMS/SLABS end

DESIGN SECTION Clear heght! " # 3$00 mm %&' or %('

h )00 mm RESTRAINTS *o+ left 350 500 ,.5 &

- 250 mm *o+ & &ed *o+ rght 350 500 $ &

ars +er face 2 No tm & &ed ottom left 350 500 ,.5 &

All -ars n 250 de faces raced ottom rght 350 500 $ &

. eam stnesses are ,0 of 4ncracked stne

Col4mn a-ove Col -elo

BAR ARRANGEMENTS Data on connecting beams only afects loadcases, not charting.

Type Bar Link Bar c/c Check

6 )0 5.03 10 120.0 0.0 0.0 Ac ! " #

6 32 3.22 7 132.0 ,33., 2770.8 ok

6 25 1.8$ 7 138.0 ,52.8 2)$5.0 ok

6 20 1.2$ 7 1)).0 ,$).8 2230.) ok

6 1$ 0.70 7 1)7.0 ,,3.5 2070.2 ok

6 12 0.)5 7 152.0 ,71.1 18$3.5 ok

N$M INTERACTION C%ART &or "'' ( )*' co+,mn- .rade C)- * mm co0er and ) 1ar on )*' mm &ace

LOADCASES Load cae %kNm' Load cae %kNm'

2 500 1$5 15) 1$,., " %)* " $10 70 ,0 73.2 " %2)

moment n+4t ) 1,50 120 100 128.3 " %) * 1350 175 1$2 182.2 " %)

ok 2$00 35 30 52.0 " %) 3 2500 150 135 1$3.3 No Fit

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