Plate A, PL 16mm x 375mm, is connected to another plate B with 10-22 mm p bolts as shown. The steel is A36 steel with Fy= 250 MPa and Fu= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 37.5mm 75mm 75mm Plate A 75mm 75mm 37.5mp ↑ 150 50 50 mammird

Plate A, PL 16mm x 375mm, is connected to another plate B with 10-22 mm p bolts as shown. The steel is A36 steel with Fy= 250 MPa and Fu= 400 MPa. Assume that plate B has adequate strength. Use ASD. Plate B 37.5mm 75mm 75mm Plate A 75mm 75mm 37.5mp ↑ 150 50 50 mammird

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.2.6P

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Question

Compute the nominal strength based on yielding in KN. Determine the allowable tensile strength of Plate A in KN. Compute the allowable tensile strength at section a-1-2-2-4-c in KN.

Plate A, PL 16mm x 375mm, is connected to another plate
B with 10-22 mm p bolts as shown. The steel is A36 steel
with Fy= 250 MPa and Fu= 400 MPa. Assume that plate B
has adequate strength. Use ASD.
Plate B
37.5mm
75mm
75mm Plate A
75mm
75mm
37.5mp
↑
150 50 50
mammird

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