Match the answers in the columns. v Maximum Shear stress of a cross section. A. using an l-section instead of a rectangular section. v Maximum Bending stress of a cross section. B. Tension and bending force. C. 1m form the supports v If a simply supported beam Iis subjected to a distributed load, where are you most likely to find tension bending cracks. D. At Midspan v Ifa simply supported beam is subjected to a distributed load, where are you most likely to find shear cracks. E. Midspan at the bottom . v The bending stress in a section can be reduced by using a F. Midspan at the top . v Shear stress can be increased by the width of a section. G. At the supports. v The shear force in fasteners. H. Reducing the width of a section. v Moment couple on a section. 1. using a rectangular section instead of an l-section J. Shear flow K. Increasing the width of a section. L. Only at the section sides touching the NA M. In between the NA and the top/bottom fibres N. Usually at the NA O. At the fibres furthest from the NA P. Fastener force
Match the answers in the columns. v Maximum Shear stress of a cross section. A. using an l-section instead of a rectangular section. v Maximum Bending stress of a cross section. B. Tension and bending force. C. 1m form the supports v If a simply supported beam Iis subjected to a distributed load, where are you most likely to find tension bending cracks. D. At Midspan v Ifa simply supported beam is subjected to a distributed load, where are you most likely to find shear cracks. E. Midspan at the bottom . v The bending stress in a section can be reduced by using a F. Midspan at the top . v Shear stress can be increased by the width of a section. G. At the supports. v The shear force in fasteners. H. Reducing the width of a section. v Moment couple on a section. 1. using a rectangular section instead of an l-section J. Shear flow K. Increasing the width of a section. L. Only at the section sides touching the NA M. In between the NA and the top/bottom fibres N. Usually at the NA O. At the fibres furthest from the NA P. Fastener force
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Question 5
Match the answers in the columns.
v Maximum Shear stress of a cross section.
A. using an l-section instead of a rectangular section.
v Maximum Bending stress of a cross section.
B. Tension and bending force.
C. 1m form the supports
- v If a simply supported beam is subjected to a distributed load, where are you most likely to find tension
bending cracks.
D. At Midspan
- v Ifa simply supported beam is subjected to a distributed load, where are you most likely to find shear
cracks.
E. Midspan at the bottom
v The bending stress in a section can be reduced by using a
F. Midspan at the top
v Shear stress can be increased by
the width of a section.
G. At the supports.
v The shear force in fasteners.
H. Reducing the width of a section.
v Moment couple on a section.
1. using a rectangular section instead of an l-section
J. Shear flow
K. Increasing the width of a section.
L. Only at the section sides touching the NA
M. In between the NA and the top/bottom fibres
N. Usually at the NA
O. At the fibres furthest from the NA
P. Fastener force](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feca5f7cd-f101-436a-8293-875096c6d239%2Fca0ccdf7-0185-4d41-bfc3-123ceedf5ac3%2Flaer5tl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 5
Match the answers in the columns.
v Maximum Shear stress of a cross section.
A. using an l-section instead of a rectangular section.
v Maximum Bending stress of a cross section.
B. Tension and bending force.
C. 1m form the supports
- v If a simply supported beam is subjected to a distributed load, where are you most likely to find tension
bending cracks.
D. At Midspan
- v Ifa simply supported beam is subjected to a distributed load, where are you most likely to find shear
cracks.
E. Midspan at the bottom
v The bending stress in a section can be reduced by using a
F. Midspan at the top
v Shear stress can be increased by
the width of a section.
G. At the supports.
v The shear force in fasteners.
H. Reducing the width of a section.
v Moment couple on a section.
1. using a rectangular section instead of an l-section
J. Shear flow
K. Increasing the width of a section.
L. Only at the section sides touching the NA
M. In between the NA and the top/bottom fibres
N. Usually at the NA
O. At the fibres furthest from the NA
P. Fastener force
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