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A bolted connection shown in figure 3.27 is made up of 150 x 87.5 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 20 mm A 325 bolts where threads are excluded from shear planes. Properties of 150 x 87.5 x 9.5 A=2206 mm² 1-9.5 mm 1-248 MPa ₁-400 MPa Properties of 20 mm A-325 bolts 1₁.-207 MPa R O 42.9 HT 56.21

A bolted connection shown in figure 3.27 is made up of 150 x 87.5 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 20 mm A 325 bolts where threads are excluded from shear planes. Properties of 150 x 87.5 x 9.5 A=2206 mm² 1-9.5 mm 1-248 MPa ₁-400 MPa Properties of 20 mm A-325 bolts 1₁.-207 MPa R O 42.9 HT 56.21

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject: Steel design- Bolted Steel Connection

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1.27 Problem: A bolted connection shown in figure 3.27 is made up of 150 x 87.5 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 20 mm A 325 bolts where threads are excluded from shear planes. Properties of 150 x 87.5 x 9.5 A = 2206 mm² 1-9.5 mm 1-248 MPa 1-400 MPa Properties of 20 mm A-325 bolts 1₁.-207 MPa Nominal dimension of hole diameter = 21 mm Compute the shear capacity of the connection. 2) Compute the bearing capacity of the connection. Compute the tearing capacity of the connection.. R O Guster Plane 150 m Figure 3.27 42.9 H 56.29
Transcribed Image Text:1.27 Problem: A bolted connection shown in figure 3.27 is made up of 150 x 87.5 x 9.5 mm. The angle is made of A-36 steel and the bolts have diameter of 20 mm A 325 bolts where threads are excluded from shear planes. Properties of 150 x 87.5 x 9.5 A = 2206 mm² 1-9.5 mm 1-248 MPa 1-400 MPa Properties of 20 mm A-325 bolts 1₁.-207 MPa Nominal dimension of hole diameter = 21 mm Compute the shear capacity of the connection. 2) Compute the bearing capacity of the connection. Compute the tearing capacity of the connection.. R O Guster Plane 150 m Figure 3.27 42.9 H 56.29
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