W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown. he diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in. or each rivet, assume that the allowable stresses are t = 15 ksi and σ₁ = 32 ob si. Find the allowable load (kips) on the connection. Girder Beam Relevant data from the table (Appendix B of textbook): Properties of Wide-Flange Sections (W shapes): U.S. Customary Units Designation W18 x 86 W24 x 117 Web thickness 0.480 in 0.550 in

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Chapter5: Beams
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A W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown.
The diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in.
For each rivet, assume that the allowable stresses are t = 15 ksi and ₁ = 32
ksi. Find the allowable load (kips) on the connection.
Girder
Beam
Relevant data from the table (Appendix B of
textbook): Properties of Wide-Flange Sections (W
shapes): U.S. Customary Units
Designation
W18 x 86
W24 x 117
Web thickness
0.480 in
0.550 in
C
Transcribed Image Text:A W18 x 86 beam is riveted to a W24 x 117 girder by a connection as shown. The diameter of the rivets is 7/8 in., and the angles are each 4 x 31/2 x 3/8 in. For each rivet, assume that the allowable stresses are t = 15 ksi and ₁ = 32 ksi. Find the allowable load (kips) on the connection. Girder Beam Relevant data from the table (Appendix B of textbook): Properties of Wide-Flange Sections (W shapes): U.S. Customary Units Designation W18 x 86 W24 x 117 Web thickness 0.480 in 0.550 in C
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