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A butt joint shown in figure 3.29 is bolted using A 325 bolts with a diameter of 22 mm, with threads excluded from shear plane. Allowable shear stress F=207 MPa. Use A 36 steel with yield strength F= 248 MPa and a minimum tensile strength F₁ = 400 MPa. Assume diameter of bolt hole to be 25 mm. (1) Compute the shear capacity of the butt joint. (2) Compute the bearing capacity of the butt joint. Compute the tearing capacity of the butt joint. (3) TR 712 72 TR 22 num A 325 boll 125 mm x 300 00004 22 mm x 300

A butt joint shown in figure 3.29 is bolted using A 325 bolts with a diameter of 22 mm, with threads excluded from shear plane. Allowable shear stress F=207 MPa. Use A 36 steel with yield strength F= 248 MPa and a minimum tensile strength F₁ = 400 MPa. Assume diameter of bolt hole to be 25 mm. (1) Compute the shear capacity of the butt joint. (2) Compute the bearing capacity of the butt joint. Compute the tearing capacity of the butt joint. (3) TR 712 72 TR 22 num A 325 boll 125 mm x 300 00004 22 mm x 300

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Subject: Steel design- Bolted Steel Connection

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A butt joint shown in figure 3.29 is bolted using A 325 bolts with a diameter of 22 mm, with threads excluded from shear plane. Allowable shear stress F₁ = 207 MPa. Use A 36 steel with yield strength F, = 248 MPa and a minimum tensile strength F₁ = 400 MPa. Assume diameter of bolt hole to be 25 mm. " (1) Compute the shear capacity of the butt joint. (2) Compute the bearing capacity of the butt joint. Compute the tearing capacity of the butt joint. TR 7/2 772 TR 22 num o A 325 boll 0004 125 x 300 000 4 22 mm x 300
Transcribed Image Text:A butt joint shown in figure 3.29 is bolted using A 325 bolts with a diameter of 22 mm, with threads excluded from shear plane. Allowable shear stress F₁ = 207 MPa. Use A 36 steel with yield strength F, = 248 MPa and a minimum tensile strength F₁ = 400 MPa. Assume diameter of bolt hole to be 25 mm. " (1) Compute the shear capacity of the butt joint. (2) Compute the bearing capacity of the butt joint. Compute the tearing capacity of the butt joint. TR 7/2 772 TR 22 num o A 325 boll 0004 125 x 300 000 4 22 mm x 300
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