From the figure shown a double lap splice of a bearing type connection with the threads excluded from the shear plane and consists of double row of bolts. A36 steel is used with Fy = 248.8 MPa. The bolts used is an A325 bolts having diameter of 18 mm in standard size holes. Minimum tensile stress F₁ = 400 MPa. Use NSCP Specs. Assume diameter of rivet holes to be 3 mm bigger than the bolt diameter. Allowable shear stress of A325 bolts is 207 MPa Use: Fp = 1.5 Fu. P 22 22 P 250mm 6mm Sop a. Compute the tensile capacity of the plates b. Compute the number of 18 mm bolts is required to developed the full strength of the plates. c. Compute the min. spacing between the rows of bolts.
From the figure shown a double lap splice of a bearing type connection with the threads excluded from the shear plane and consists of double row of bolts. A36 steel is used with Fy = 248.8 MPa. The bolts used is an A325 bolts having diameter of 18 mm in standard size holes. Minimum tensile stress F₁ = 400 MPa. Use NSCP Specs. Assume diameter of rivet holes to be 3 mm bigger than the bolt diameter. Allowable shear stress of A325 bolts is 207 MPa Use: Fp = 1.5 Fu. P 22 22 P 250mm 6mm Sop a. Compute the tensile capacity of the plates b. Compute the number of 18 mm bolts is required to developed the full strength of the plates. c. Compute the min. spacing between the rows of bolts.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Subject: Steel design- Bolted Steel Connection
*Use NSCP 2015 formula/guide to solve this problem
*Use Handwritten
Transcribed Image Text:From the figure shown a double lap
splice of a bearing type connection
with the threads excluded from the
shear plane and consists of double
row of bolts. A36 steel is used with
Fy = 248.8 MPa. The bolts used is an
A325 bolts having diameter of 18
mm in standard size holes.
Minimum tensile stress F₁ = 400
MPa. Use NSCP Specs. Assume
diameter of rivet holes to be 3 mm
bigger than the bolt diameter.
Allowable shear stress of A325 bolts
is 207 MPa Use: Fp = 1.5 Fu.
P
2 LIN
250mm
6mm
Shop
a. Compute the tensile capacity of the plates
b. Compute the number of 18 mm bolts is required to developed the full strength of the
plates.
c. Compute the min. spacing between the rows of bolts.
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
This is a popular solution!
Trending now
This is a popular solution!
Step by step
Solved in 4 steps with 3 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning