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?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

  1. What is the bearing strength of the grinder?
  2. What is the bearing strengtht of the beam?
  3. What is the shear strength of the rivets?
  4. What is the maximum load that the connection can carry?
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
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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