Determine the design capacity using ASD and NSCP specifications for the connection shown. Use A36 steel and D20 diameter bolt on an oversized hole diameter. Show complete solution and round your final answer to the nearest thousandths. 117 L 278 300 O 75 75 Pu OF P

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question
Determine the design
capacity using ASD and NSCP
specifications for the connection
shown. Use A36 steel and D20
diameter bolt on an oversized hole
diameter. Show complete solution
and round your final answer to the
nearest thousandths.
Given formula:
●
.
●
●
Due GSY:
OPn = ØAgFy; = 0.90
Due TRS
OPn = QUAnFu : = 0.75
U = 1-
Due to BSS
ØRn = Ø[0.60AnFu + UbsAntFu]
≤ Ø[0.60AgvFy+UbsªntFu] ;
0.75
Slendemess Ratio
≤ 300;
L
T'min
For section properties
Ix = 1ox + A(y²)
ly=Loy + A(x²)
r =
=
117
125
←
M20
M22
M24
278
300
. Nominal hole diameter
Bolt
Hole diameter
Standard Oversized
diameter
M16
18
20
22
24
24
28
27
30
75
-x 14.35 mm
C8x18.75
A₁ = 3,555 mm²
bf 64.2 mm
tf = 9.9 mm
tw 12.4 mm
d = 203.2 mm
ly 18.31 x10 mm"
lx = 0.82 x10 mm"
75
dnet
+ 2mm
+ 2mm
+ 2mm
+2mm
15
Pu
OR
PA
Transcribed Image Text:Determine the design capacity using ASD and NSCP specifications for the connection shown. Use A36 steel and D20 diameter bolt on an oversized hole diameter. Show complete solution and round your final answer to the nearest thousandths. Given formula: ● . ● ● Due GSY: OPn = ØAgFy; = 0.90 Due TRS OPn = QUAnFu : = 0.75 U = 1- Due to BSS ØRn = Ø[0.60AnFu + UbsAntFu] ≤ Ø[0.60AgvFy+UbsªntFu] ; 0.75 Slendemess Ratio ≤ 300; L T'min For section properties Ix = 1ox + A(y²) ly=Loy + A(x²) r = = 117 125 ← M20 M22 M24 278 300 . Nominal hole diameter Bolt Hole diameter Standard Oversized diameter M16 18 20 22 24 24 28 27 30 75 -x 14.35 mm C8x18.75 A₁ = 3,555 mm² bf 64.2 mm tf = 9.9 mm tw 12.4 mm d = 203.2 mm ly 18.31 x10 mm" lx = 0.82 x10 mm" 75 dnet + 2mm + 2mm + 2mm +2mm 15 Pu OR PA
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