A C10X15.3 steel channel (textbook Table A4) is bolted to a 1/2" thick gusset plate with six (6) 3/4" diameter A325-N high strength bolts and standard size holes. All connected material is ASTM A36 steel. Determine the maximum allowable load, P, for this connection. The allowable load P is based on the minimum value of four (4) conditions: (1) bolt shear, (2) bearing failure (crushing) of steel plate against the bolt, (3) tensile rupture through net area of connected member, or (4) tensile yielding of gross area of connected member. Allowable bearing stress = Fp = (1.2)(Fu) = (1.2)(58) = 69.6 KSI Allowable tensile rupture stress = Ft = (0.5)(Fu) = (0.5)(58) = 29 KSI Allowable tensile yield strength of A36 steel = (0.6)Fy) = (0.6)(36) = 22 KSI 3" C10X15.3 3i 469 P $+- 1/2" GUSSET PL
A C10X15.3 steel channel (textbook Table A4) is bolted to a 1/2" thick gusset plate with six (6) 3/4" diameter A325-N high strength bolts and standard size holes. All connected material is ASTM A36 steel. Determine the maximum allowable load, P, for this connection. The allowable load P is based on the minimum value of four (4) conditions: (1) bolt shear, (2) bearing failure (crushing) of steel plate against the bolt, (3) tensile rupture through net area of connected member, or (4) tensile yielding of gross area of connected member. Allowable bearing stress = Fp = (1.2)(Fu) = (1.2)(58) = 69.6 KSI Allowable tensile rupture stress = Ft = (0.5)(Fu) = (0.5)(58) = 29 KSI Allowable tensile yield strength of A36 steel = (0.6)Fy) = (0.6)(36) = 22 KSI 3" C10X15.3 3i 469 P $+- 1/2" GUSSET PL
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A C10X15.3 steel channel (textbook Table A4) is bolted to a 1/2" thick gusset plate with six (6) 3/4" diameter A325-N high strength bolts and standard size holes. All connected material is ASTM A36 steel.
Determine the maximum allowable load, P, for this connection.
The allowable load P is based on the minimum value of four (4) conditions: (1) bolt shear, (2) bearing failure (crushing) of steel plate against the bolt, (3) tensile rupture through net area of connected member, or (4) tensile yielding of gross area of connected member.
Allowable bearing stress = Fp = (1.2) (Fu) = (1.2)(58) = 69.6 KSI
Allowable tensile rupture stress = Ft= (0.5)(Fu) = (0.5)(58) = 29 KSI
Allowable tensile yield strength of A36 steel = (0.6) (Fy) = (0.6)(36) = 22 KSI
3"
C10X15.3
П
3" 3"
1/2" GUSSET PL
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