Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely support a service dead load of 60 kips and a service live load of 125 kips? Use Equation 3.1 for U.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem # 8.0
The tension member shown is a C12 x 20.7 of A572 Grade 50 steel.
Will it safely support a service dead load of 60 kips and a service live load of
125 kips? Use Equation 3.1 for U.
by
O O
2½" 22" | 2½"
7/8-in.-diameter bolts.
оооо
оооо
m
000
U=0.90
Single and double angles
m
W10x 19
= 0.394 <
O
U=0.85
WT5 x 22.5
S
C12 × 20.7
U=0.60
= 0.794> (for parent shape)
0000
by
Single and double angles
…
W8 x 24
-=0.820 >
U=0.90
O
O O 00
U=0.80
W shape
U=0.70
Transcribed Image Text:Problem # 8.0 The tension member shown is a C12 x 20.7 of A572 Grade 50 steel. Will it safely support a service dead load of 60 kips and a service live load of 125 kips? Use Equation 3.1 for U. by O O 2½" 22" | 2½" 7/8-in.-diameter bolts. оооо оооо m 000 U=0.90 Single and double angles m W10x 19 = 0.394 < O U=0.85 WT5 x 22.5 S C12 × 20.7 U=0.60 = 0.794> (for parent shape) 0000 by Single and double angles … W8 x 24 -=0.820 > U=0.90 O O O 00 U=0.80 W shape U=0.70
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