structural analysis and design (2 spans).xlsx
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Project NO/Name
Label/Title
Caluclated By
Approved By
Structural Analysis And Design ! Spans" AC# code$
Pinned
%eometry Section Rectangle
L1 (m) 2 Total Height(cm) 30
L2 (m) 2 Total width (cm) 70
Web width (cm) 0 Rectangle
Flange thickness (cm) 0 Rectangle
o!e" to "eba" cente"(cm) #
$%acing o& sti""'%s (cm) 20 P"e&e"ed
ead Load Facto" 1
Li!e Load Facto" 1
Li!e loa
Loadings&
Span '
W (*+,m) WL (*+,m) WR (*+,m) P (*+)
ead 10
Li!e
Span !
W (*+,m) WL (*+,m) WR (*+,m) P (*+)
ead 10
Li!e
Section Properties
-"ea (m.2) 0/21"oss moment o& ine"ia ( m.#) 0/0017
4od'l's o& 5lasticit6 (4Pa) 2101/03888
Designed and prepared by&Daud Ali Abdo( / S
)mail& daud*abdo+ya(oo,c-.01..23.411 /
9otto To%
$hea"
;P
WL
W
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7esultsS(ear Diagram 8N$
Support No, Distancem$ S(ear 8N$1 0 11/28
2 Le&t 2
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De:ection Diagram mm$
Span no Distancem$ S(ort Term De:ection mm$ long Term De1 0
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S(ear 7ein=rocment Diagram mm>!$
Span no Distancem$ S(ear 7ein=orcment mm>!/m$ Bars1 Le&t 0 0 0 :10
1 Right 2 0 0 :10
2 Le&t 2 0 0 :10
2 Right # 0 0 :10
Support 7eactions
Support noDistancem$ service 7eaction 8N$ ?ltimate 7eaction 8N$
1 0 11/28 11/28
2 2 37/=0 37/=0
3 # 11/28 11/28
0 0/ 1 1/ 2 2/ 3 3/ # #/
0
0/2
0/#
0/=
0/8
1
S(ear 7ein=orcment
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Pinned
9aterials
FcC (4Pa) 20
F6 (4Pa) 300
F6! (4Pa) 20
Dnit weight o& 2#
conc"ete (*+,m.3)
a"s(mm) 'sing in design
1=1=
10
%e"manent 0
; (m)
; (m)
ructural )ngineer
m-.!05..66.!3
ba"s : a"s :
ba"s :
WR
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:ection mm$/3
/3
ion is small/
Bars
0 :1=
1 :1=
1 :1=
1 :1=
0 :1=
$ho"t Te"m e&elction
Long Te"m eAection
FleB'"al Rein&o"cment
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