Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
3.5-2 A square hollow structural section (HSS) is used as a tension member and is welded to a gusset plate of A36 steel as shown in Figure P3.5-2. Compute the nominal block shear strength of the gusset plate. FIGURE P3.5-2 HSS 6x6x1/2 3.5-2 The shear areas are 4.-(7)(2)- 8.75 in.² - Av The tension area is Aur Ag = (6)=3.75 in.² Fy= 36 ksi, F, = 58 ksi R = 0.6FA+UFA = 0.6(58)(8.75) + 1.0(58) (3.75)= 522 kips Check upper limit: 0.6FA+UisFaA = 0.6(36) (8.75)+1.0(58)(3.75)= 407 kips < 522 kips R₂ = 407 kips

3.5-2 A square hollow structural section (HSS) is used as a tension member and is welded to a gusset plate of A36 steel as shown in Figure P3.5-2. Compute the nominal block shear strength of the gusset plate. FIGURE P3.5-2 HSS 6x6x1/2 3.5-2 The shear areas are 4.-(7)(2)- 8.75 in.² - Av The tension area is Aur Ag = (6)=3.75 in.² Fy= 36 ksi, F, = 58 ksi R = 0.6FA+UFA = 0.6(58)(8.75) + 1.0(58) (3.75)= 522 kips Check upper limit: 0.6FA+UisFaA = 0.6(36) (8.75)+1.0(58)(3.75)= 407 kips < 522 kips R₂ = 407 kips

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
3.5-2 A square hollow structural section (HSS) is used as a tension member and is welded to a gusset plate of A36 steel as shown in Figure P3.5-2. Compute the nominal block shear strength of the gusset plate. t = 5/8" FIGURE P3.5-2 HSS 6x6 x ½ 3.5-2 The shear areas are Ag. =(7)(2) = 8.75 in.² = Aav = 3.75 in.² The tension area is Ant = Agt = Fy = 36 ksi, F, = 58 ksi R = 0.6FA+UFA = 0.6(58)(8.75) + 1.0(58) (3.75) = 522 kips Check upper limit: 0.6FyAgy+UbsFuAm = 0.6(36) (8.75) + 1.0(58)(3.75) = 407 kips < 522 kips R₁ = 407 kips
Transcribed Image Text:3.5-2 A square hollow structural section (HSS) is used as a tension member and is welded to a gusset plate of A36 steel as shown in Figure P3.5-2. Compute the nominal block shear strength of the gusset plate. t = 5/8" FIGURE P3.5-2 HSS 6x6 x ½ 3.5-2 The shear areas are Ag. =(7)(2) = 8.75 in.² = Aav = 3.75 in.² The tension area is Ant = Agt = Fy = 36 ksi, F, = 58 ksi R = 0.6FA+UFA = 0.6(58)(8.75) + 1.0(58) (3.75) = 522 kips Check upper limit: 0.6FyAgy+UbsFuAm = 0.6(36) (8.75) + 1.0(58)(3.75) = 407 kips < 522 kips R₁ = 407 kips
Expert Solution
steps

Step by step

Solved in 4 steps with 10 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Properties of materials
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.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS