direction lead on the roof - 50%-2 (23) 3³/2/1/1000 =18.29 KN alculate Reaction support 1 22 Wisse 2 2 2 2 2 2
direction lead on the roof - 50%-2 (23) 3³/2/1/1000 =18.29 KN alculate Reaction support 1 22 Wisse 2 2 2 2 2 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
please help me to design a simple tensile structure for the exhibition space roof
![direction lead on the root = 5082 (23) 3³/₂2/1/1000 =18-29 KN
calculate Reaction support 1
A
2 2 2 2 2 2 2 2 2
T.
Th-Ra-R-R-R-14
v
Pa-Px
P=W₁ Aload
p=w. [5x2]
Px
Assume
2
- Px₁ - Px₂ -₂- P₂
3
4
-
sume <=
O
h₁ = 4 tam 30
1
T = Ra- Px
=
h
h = tan &
h = tan 30 x + ₂2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd76452ca-c5fb-4662-89d5-3a7ee477f102%2F8c336ffc-5f87-4356-b05a-e9cb5fe53f96%2Fidtuuyo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:direction lead on the root = 5082 (23) 3³/₂2/1/1000 =18-29 KN
calculate Reaction support 1
A
2 2 2 2 2 2 2 2 2
T.
Th-Ra-R-R-R-14
v
Pa-Px
P=W₁ Aload
p=w. [5x2]
Px
Assume
2
- Px₁ - Px₂ -₂- P₂
3
4
-
sume <=
O
h₁ = 4 tam 30
1
T = Ra- Px
=
h
h = tan &
h = tan 30 x + ₂2
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