Hence: a) b) c) d) e) f) 14 mm Figure QB1b 250mm 222 mm 250 mm Calculate the maximum tensile and compressive stresses; Sketch the bending stress distribution through the beam; Calculate the maximum (max) and minimum (min) shear stress on the web; Sketch the shear stress distribution across the web; Determine the minimum bolts spacing required for each section AC and CB if the allowable bolt capacity is 3600 N; Identify the number of bolts required for each section along the beam, and hence the total number of bolts for the whole beam.
Hence: a) b) c) d) e) f) 14 mm Figure QB1b 250mm 222 mm 250 mm Calculate the maximum tensile and compressive stresses; Sketch the bending stress distribution through the beam; Calculate the maximum (max) and minimum (min) shear stress on the web; Sketch the shear stress distribution across the web; Determine the minimum bolts spacing required for each section AC and CB if the allowable bolt capacity is 3600 N; Identify the number of bolts required for each section along the beam, and hence the total number of bolts for the whole beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
can I get detalied answer
Transcribed Image Text:Hence:
a)
b)
c)
d)
e)
f)
14 mm
Figure QB1b
250mm
9
222 mm
250 mm
Calculate the maximum tensile and compressive stresses;
Sketch the bending stress distribution through the beam;
Calculate the maximum (max) and minimum (min) shear stress on the web;
Sketch the shear stress distribution across the web;
Determine the minimum bolts spacing required for each section AC and
CB if the allowable bolt capacity is 3600 N;
Identify the number of bolts required for each section along the beam, and
hence the total number of bolts for the whole beam.
Transcribed Image Text:A symmetric section wide flange metal beam connected with a series of bolts
between both the top and bottom flanges and the web, is subjected to the
loading shown in Figure QB1a. The resulting shear force and bending moment
diagrams are also shown in Figure QB1a. The beam has a cross section as
shown in Figure QB1b.
0
18 kNm
0
Downward UDL 2 kN/m
9 kN
€
3 m
-7 kN
10 kN
3 kN
(+)
2 m
순
B
<a
0
0
11 kN
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 3 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