A 10mm x 150 mm plate of A36 steel (Fy= 248 MPa & Fu = 400 MPa) is used as a tension member. It is connected using 20 mm Ø bolts. U=1.0 a. Determine the tensile capacity based on yielding (ASD & LRFD) b. Determine the tensile capacity based on rupture (ASD & LRFD) c. Determine the tensile capacity based on block shear strength (ASD & LRFD) 75mm 37.5 75 75 75 87.5 F

A 10mm x 150 mm plate of A36 steel (Fy= 248 MPa & Fu = 400 MPa) is used as a tension member. It is connected using 20 mm Ø bolts. U=1.0 a. Determine the tensile capacity based on yielding (ASD & LRFD) b. Determine the tensile capacity based on rupture (ASD & LRFD) c. Determine the tensile capacity based on block shear strength (ASD & LRFD) 75mm 37.5 75 75 75 87.5 F

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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Question

A 10mm x 150 mm plate of A36 steel (Fy = 248 MPa & Fu = 400 MPa) is used as a tension
member. It is connected using 20 mm Ø bolts. U=1.0
a. Determine the tensile capacity based on yielding (ASD & LRFD)
b. Determine the tensile capacity based on rupture (ASD & LRFD)
c. Determine the tensile capacity based on block shear strength (ASD & LRFD)
75mm
37.5 75
75
75 87.5

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Step 1: Introducing Given Data

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Step 2: Calculation of net area (An)

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Step 3: Calculation of nominal strength in yielding & rupture

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Step 4: Calculation of tensile capacity based on yielding

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Step 5: Calculation of tensile capacity based on rupture

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Step 6: Calculation of Agv, Anv & Ant

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Step 7: Calculation of nominal block shear strength (Rn)

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Step 8: Calculation of tensile capacity based on block shear strength

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