The connection shown in Fig. 11-10 is made with -in. A325 bearing-type bolts in standard-size holes with the threads excluded from the shear planes. PL X 12 = 110 k W14 x 38(Ag = 11.2 in.², d = 14.10 in., tf=0.515 in., bf = 6.770 in.) 2/2 - 110 = 110 k P = 220 k PL x 12/ (a) Block shear areas 1.635 in. 220 k 3.5 in. 220 k வாளம். 1.635 in. 1.5 in.- 2 at 3 in. 9 in. (b) 1.5 in. The beam and gusset plates consist of A36 steel. Check the following items: (a) the tensile strengths of the W section and the gusset plates, (b) the strength of the bolts in single shear and bearing, and (c) the block shear strength of the W section crosshatched areas shown in Fig. 11-10(b).
The connection shown in Fig. 11-10 is made with -in. A325 bearing-type bolts in standard-size holes with the threads excluded from the shear planes. PL X 12 = 110 k W14 x 38(Ag = 11.2 in.², d = 14.10 in., tf=0.515 in., bf = 6.770 in.) 2/2 - 110 = 110 k P = 220 k PL x 12/ (a) Block shear areas 1.635 in. 220 k 3.5 in. 220 k வாளம். 1.635 in. 1.5 in.- 2 at 3 in. 9 in. (b) 1.5 in. The beam and gusset plates consist of A36 steel. Check the following items: (a) the tensile strengths of the W section and the gusset plates, (b) the strength of the bolts in single shear and bearing, and (c) the block shear strength of the W section crosshatched areas shown in Fig. 11-10(b).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
PLEASE SHOW WORK NEATLY. I NEED THIS TO STUDY. THANK YOU.
SUBJECT IS "STEEL"
Transcribed Image Text:The connection shown in Fig. 11-10 is made with -in. A325 bearing-type
bolts in standard-size holes with the threads excluded from the shear planes.
PL X 12
= 110 k
W14 x 38(Ag = 11.2 in.², d = 14.10 in.,
tf=0.515 in., bf = 6.770 in.)
2/2
- 110
= 110 k
P = 220 k
PL x 12/
(a)
Block shear areas
1.635 in.
220 k
3.5 in.
220 k
வாளம்.
1.635 in.
1.5 in.-
2 at 3 in.
9 in.
(b)
1.5 in.
The beam and gusset plates consist of A36 steel. Check the following items:
(a) the tensile strengths of the W section and the gusset plates, (b) the strength
of the bolts in single shear and bearing, and (c) the block shear strength of the
W section crosshatched areas shown in Fig. 11-10(b).
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 2 steps with 3 images
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