Two plates each with thickness t = 10 mm are bolted together with 6 - 16 mm diameter bolts forming a lap connection. Plate (A36): Fy = 248 Mpa FU = 400 MPa bolts are A325 in standard holes with threads excluded from shear planes. Considering Tension Yielding, compute the the design strength for LFRD. Use NSCP 2015 Round your answer to 2 decimal places.
Two plates each with thickness t = 10 mm are bolted together with 6 - 16 mm diameter bolts forming a lap connection. Plate (A36): Fy = 248 Mpa FU = 400 MPa bolts are A325 in standard holes with threads excluded from shear planes. Considering Tension Yielding, compute the the design strength for LFRD. Use NSCP 2015 Round your answer to 2 decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Two plates each with thickness t = 10 mm are bolted together with 6 - 16 mm diameter bolts forming a lap connection.
Plate (A36):
Fy = 248 Mpa
FU = 400 MPa
bolts are A325 in standard holes with threads excluded from shear planes.
Considering Tension Yielding, compute the the design strength for LFRD. Use NSCP 2015
Round your answer to 2 decimal places.
Transcribed Image Text:Two plates each with thickness t = 10 mm are bolted together with 6 - 16 mm diameter bolts forming a lap connection.
80 mm
80 mm
40mm
40mm
40 mm
► P
100 mm
40 mm
Plate (A36):
Fy = 248 Mpa
FU = 400 MPa
bolts are A325 in standard holes with threads excluded from shear planes.
Considering Tension Yielding, compute the the design strength for LFRD. Use NSCP 2015
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