8/16/2019 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 /

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WL

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Page 1,#

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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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Page 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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Page 3,#

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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/#

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0/8

1

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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

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ion is small/

Bars

0 :1=

1 :1=

1 :1=

1 :1=

0 :1=

$ho"t Te"m e&elction

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