Q7 The column CD of the Fream Shwon below it is Settlement (30mm) vertically calculate the Moments at the ends of the members and the Draw (B.M.D) 48 W EI 15000 kv.m² BA I 4m As 21 5m D m I Son 20 I E 5m
Q7 The column CD of the Fream Shwon below it is Settlement (30mm) vertically calculate the Moments at the ends of the members and the Draw (B.M.D) 48 W EI 15000 kv.m² BA I 4m As 21 5m D m I Son 20 I E 5m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![TO
×
Q71- The column CD of the Fream Shwon
below it is
Settlement (30mm) vertically
calculate the Moments at the ends of the
members and the
Draw (B.M.D)
48
WC
EI= 15000 kw-m² - B
21
F
D 20
4m
I
mum <
(1
|||
^
I
O
5m
مزر للأعلى لاستعراض الفلاتر
S
I
E
5m
إضافة شرح..](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffac854e3-58df-433f-a25f-d2d0e617f1a1%2Fd10d0ed2-1e26-4a2f-b3e5-cf60b6012f02%2Fq7107x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:TO
×
Q71- The column CD of the Fream Shwon
below it is
Settlement (30mm) vertically
calculate the Moments at the ends of the
members and the
Draw (B.M.D)
48
WC
EI= 15000 kw-m² - B
21
F
D 20
4m
I
mum <
(1
|||
^
I
O
5m
مزر للأعلى لاستعراض الفلاتر
S
I
E
5m
إضافة شرح..
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