A W18×86 beam is riveted tona W24×117 grinder by q connection as shown in the figure. The diameter of the rivets is 7/8 in, and angles are each 4×31/2×3/8 in. For each rivets assume that the allowable stresses are T= 15 ksi and stress in b is 32 ksi. What is the bearing strength of the grinder? What is the bearing strengtht of the beam? What is the shear strength of the rivets?
A W18×86 beam is riveted tona W24×117 grinder by q connection as shown in the figure. The diameter of the rivets is 7/8 in, and angles are each 4×31/2×3/8 in. For each rivets assume that the allowable stresses are T= 15 ksi and stress in b is 32 ksi. What is the bearing strength of the grinder? What is the bearing strengtht of the beam? What is the shear strength of the rivets?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A W18×86 beam is riveted tona W24×117 grinder by q connection as shown in the figure. The diameter of the rivets is 7/8 in, and angles are each 4×31/2×3/8 in. For each rivets assume that the allowable stresses are T= 15 ksi and stress in b is 32 ksi.
- What is the bearing strength of the grinder?
- What is the bearing strengtht of the beam?
- What is the shear strength of the rivets?
- What is the maximum load that the connection can carry?
Transcribed Image Text:Web
Flange
Designation
Sectional
Area
Depth
Width
Weight
Thickness Thickness
Imperial
(in)
(ib )
(in x Ibift)
W 18 x 86
W 24 x117
(in)
18.4
(in)
(in)
0.48
(in)
11.09
0.77
25.3
86
24.3
12.8
0.55
0.85
34.4
117
W4117 GIRDER
4x33x in ANGLE BAR-
W24117 GIRDER
wa K 86 BEAM
4*3ai in ANGLE BAR-
WIB 86 BEAM
Flarge with (w)
FRONT VIEW
CONNECTION DITAIL
SIDE VIEW
CONNECTION DETAIL
Wet
目
Flange
Triwn th
O O
Beam
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