7/22/2019 Column Footing

1/1

KHALIFA P

Spreader repair building

Design of Isolated Footing F3 for column of end portal frame

Design parameters

(kN/m3) 120 h1 (m) 1.20Addl over!rde" d!e #o $%ll o" o"e &%de o"l' (

Grd o$ o"*$ (N/mm2) '0h2 (m) 1.20

o!# +,+%& d%r"-%"de+ $or

Grd o$ eel F' (N/mm2) +,0 Bo##om o$ $d" $rom h3(m) 1.3' .# (m) 0 +,+%&

0ol!m" d%me" l+(m) 0.,' o%"# o$ lod l" o!# ,+%& d%r"-%"de+ $or

l(m) 0., .#(m) 0 ,+%&

de"&%#' o$ &o%l (kN/m3) 1/ 20

de"&%#' o$ o" (kN/m3) 2' (!r#ed) 0ler over #o $$ index=1 if addl. Overburden about X-axis is

0oe$$# o$ $r%#%o" 0.+ re%"$oreme"# (mm) ,0 $$$ index=1 if addl. Overburden about Z-axis

FOS(m%") %" &l%d%" 1.+ Founda

FOS(m%") %" OT 1.+

(m) (

r#%l lod $#or 1.' 3.+0 1

$or "orml lod%" e$$e#%ve

r#%l lod $#or 1.2 #.k o$ $d" (m

$or &e%&m% lod%" index= 0 normal (DLLL! loadin"

5ID S.er A+%-lod S.er 6ome"# 6ome"# Norml/ To#l To#l To#l Ee"#r Ee"#r 1+6ez/Lz+ *llo6 *c

FD% Fx Py Fz Mx Mz &e%&m% mome"# mome"# 8e%.# ez ex 6ex/Lx gross gr$ar7 lod %"de+ Mx Mz prsr p

(kN) (kN) (kN) (kNm) (kNm) ## (kNm) (kNm) (kN) (m) (m) (7%#m2) (7%

23-14; 13-= 4-444 4-142 1-1< 1+1., '8

24-3 3>4-2? 4 4-4 2@-= =4?-> 4-444 4-4=> 1-14 1+1., //

Ne# &$e er%"%#' o$ &o%l

Bo##om o$ $d" $rome+%%" "#!rl GL

Bo##om o$ $d" $romommo" EL

##index =1 seismi# loadin" fa#tor of 1.%& is applied on ')