wind load project

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    STUDENT NAME: Abdulla Ibr

    ID NUMBER: 1310066

    input

    angle 10

    h= high !" he bui #$"

    b= base 1$0"

    %ind s&eed '= 10$mi(h

    ) 1$0"

    constant

    *+ 1

    *d 1

    , 0-.$

    ,/i 0-1. 0-1.

    output

    h &rime 13-#126.h !al 31-60..

    4h #2-53152&s"  

    *+= 0.989653

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    Windward wall

    high ma min

    01$ 11-#.$2# #1-31#3

    #0 1#-#$33 ##-300.

    & #$ 13-01303 #3-06.$3& 30

    & 0

    & $0

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    /&1

    7ind%ard %all 0-.

    8

    )ee%ard %all 0-$

    0

    0

    8&3

    Side %alls 0-2

    )7

    0 0

    16-303##1$12 6-#2233..30 0

    0 0

    0 0

    0 0

    S7

    0 0

    #0-.13323$12 10-2$25#50.3

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    0 0

    0 0

    R99 /9EI/ENT %ind%ard

    h #$

    0-166666662

    0-2

    0

    0

    0-2

    R99 /9EI/ENT lee%ard r!!" 

    angel

    0-1666666620-3

    0

    0

    0-3

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    him Tahsin

    MA; MIN

    #1-62 11-$51.

    MIN MA;   =

    #3-06.$ 13-013

    ##-300. 1#-#$3

    #1-31# 11-#.$2

    s" s" 

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    Leeward Wall. Windwa

    ma min ma

    16-303# 6-#223 #1-623

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    0

    0

    0

    0

    0-5.56$303.

    0

    0

    in&u

    0-$ B 1$0

    )(B 1

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    s" 

    10

    h =31-60..1

    1$0   "

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    d Roof.. Leeward Roof.

    min ma min

    11-$5122 1#-1$ #-05.5.

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    0   00 0

    13-0130#66.3 #3-06.$3

    0 0

    0 0

    0 0

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    0 0

    0 0

    1#-#$333..3 ##-300.

    0 0

    0 0

    11-#.$212..3 #1-31#3

    0 0

    0 0

    0 0

    " *+

    01$   0-.$

    #0 0-5

    #$ 0-530 0-5.

    0 1-0

    $0 1-05

    60 1-13

    20 1-12

    .0 1-#1

    50 1-#

    100 1-#6

    1#0 1-31

    10 1-36160 1-35

    1.0 1-3

    #00 1-6

    #$0 1-$3

    300 1-$5

    3$0 1-6

    00 1-65

    $0 1-23

    $00 1-22

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    MA; MIN

    1#-1$01 #-05.526 s" 

    MA; MIN

    16-303## 6-#223 s" 

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    Z kz qz

    01$ 0-.$ #3-550#0 0-5 #$-016

    #$ 0-5 #6-$30$6

    30 0-5. #2-6$5$#

    0 1-0 #5-3$#56

    $0 1-05 30-2616

    60 1-13 31-.531#

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    B !50

    L !50

    "lan

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