A B - H D 20 -I- 1- 2 ↓ H -I 3 30' 22' WOL= 80 pst including beam self-weight. WLL = 50 psf. No live load Veducti LRFD Load.
A B - H D 20 -I- 1- 2 ↓ H -I 3 30' 22' WOL= 80 pst including beam self-weight. WLL = 50 psf. No live load Veducti LRFD Load.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:20'
2
24
I
I
I
30⁰
22
one story Building.
WDL= 80 psf
including beam
self-weight.
W₁L = 50 psf.
No live load Veducti
LRFD Load.
Combination
a.
Mu For Beam B between D 8
b. Mu for Beam 2
between Ax
c. Pu for column (B-2)
d. Pu for column
B
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