2k ↓ 3' n Hu 3k ↓ 5' UT 3t ↓ 5' 2x ↓ W w=14/f w 24*84. Find A. Include self-weight.
2k ↓ 3' n Hu 3k ↓ 5' UT 3t ↓ 5' 2x ↓ W w=14/f w 24*84. Find A. Include self-weight.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
CAN SOMEONE PLEASE HELP ME WITH THIS
I ALSO ATTACHED A SHEET WE ARE TOLD TO USE
THANK YOU
![2k
↓
3' 5'
31
Hu
3k
5'
↓
3k
↓
5'
EN,
W=14/f+
w 24*84. Find A. Include self-weight.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb17b62e5-c4cc-47fa-a812-a615a84dfc6d%2F6f903eb4-ea42-4333-8d94-cb6a8df7cc61%2Fz4swrvd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2k
↓
3' 5'
31
Hu
3k
5'
↓
3k
↓
5'
EN,
W=14/f+
w 24*84. Find A. Include self-weight.
![↑
R=V
R=√
R=v = wl
2
1/2
m=we²
wee
8
쁠
W
l
R-V. W.
+ 올
Fb = m
P
m = wl² + ll
wez
8
4
BENDING STRESS
Sx
2/2
R=V
R=V
1/2
1
R = V = P/₂
m = Pl
4
P
*
I
af
P
m=we²
W
weet
l
R=√
R=V= we +P
Fv=V
2/2
Pa
dtw
*
SHEAR STRESS
R=V
P
a
2 =√
R=V
a
R=V = P
m = Pa
P
P₁
H
af 212
die
R=√
R=V= wh
W / + P + + P
2
P
DEFLECTION
CL.
P
Mr wel, Pat Pil
+
4
A = 180 me ²
EIX
R=V
REV
E-MODULUS OF ELASTICITY
E = 29000 ksi](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb17b62e5-c4cc-47fa-a812-a615a84dfc6d%2F6f903eb4-ea42-4333-8d94-cb6a8df7cc61%2Fk57yy8v_processed.png&w=3840&q=75)
Transcribed Image Text:↑
R=V
R=√
R=v = wl
2
1/2
m=we²
wee
8
쁠
W
l
R-V. W.
+ 올
Fb = m
P
m = wl² + ll
wez
8
4
BENDING STRESS
Sx
2/2
R=V
R=V
1/2
1
R = V = P/₂
m = Pl
4
P
*
I
af
P
m=we²
W
weet
l
R=√
R=V= we +P
Fv=V
2/2
Pa
dtw
*
SHEAR STRESS
R=V
P
a
2 =√
R=V
a
R=V = P
m = Pa
P
P₁
H
af 212
die
R=√
R=V= wh
W / + P + + P
2
P
DEFLECTION
CL.
P
Mr wel, Pat Pil
+
4
A = 180 me ²
EIX
R=V
REV
E-MODULUS OF ELASTICITY
E = 29000 ksi
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