For the following cantilever beam and loading, a. Find the beam's maximum shear stress. Indicate precisely where this maximum shear stress occurs on the beam and in the cross-section. b. Determine the minimum shear capacity of each fastener in kN if the beam is constructed from a single structural tee and a plate with fasteners at point A (as indicated in the cross-section) and the spacing of fasteners along the beam is s = 100 mm. c. Determine the state of stress at point B (on the web slightly below the flange), on the cross-sectional cut to the support's left: draw the result d. The principal stresses, the maximum in-plane shear stress, and their orientation (all at point B): sketch the result e. Considering the material is ductile and ov|= 200 MPa, determine if the material is yielded at point B Fixed Connection 50 kN 노100-> B -0.5 m 200
For the following cantilever beam and loading, a. Find the beam's maximum shear stress. Indicate precisely where this maximum shear stress occurs on the beam and in the cross-section. b. Determine the minimum shear capacity of each fastener in kN if the beam is constructed from a single structural tee and a plate with fasteners at point A (as indicated in the cross-section) and the spacing of fasteners along the beam is s = 100 mm. c. Determine the state of stress at point B (on the web slightly below the flange), on the cross-sectional cut to the support's left: draw the result d. The principal stresses, the maximum in-plane shear stress, and their orientation (all at point B): sketch the result e. Considering the material is ductile and ov|= 200 MPa, determine if the material is yielded at point B Fixed Connection 50 kN 노100-> B -0.5 m 200
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![For the following cantilever beam and loading,
a. Find the beam's maximum shear stress. Indicate precisely where this maximum shear stress occurs
on the beam and in the cross-section.
b. Determine the minimum shear capacity of each fastener in kN if the beam is constructed from a single
structural tee and a plate with fasteners at point A (as indicated in the cross-section) and the spacing of
fasteners along the beam iss = 100 mm.
c. Determine the state of stress at point B (on the web slightly below the flange), on the cross-sectional cut to
the support's left: draw the result
d. The principal stresses, the maximum in-plane shear stress, and their orientation (all at point B):
sketch the result
e. Considering the material is ductile and ov = 200 MPa, determine if the material is yielded at point B
Fixed
Connection
50 kN
k-100->
B
-0.5 m
200](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1f667d38-28b2-4a19-af32-bb4e5ba66dec%2F3215d1e3-d24b-49c5-98b0-c73d3900f8ba%2Fect8wi_processed.png&w=3840&q=75)
Transcribed Image Text:For the following cantilever beam and loading,
a. Find the beam's maximum shear stress. Indicate precisely where this maximum shear stress occurs
on the beam and in the cross-section.
b. Determine the minimum shear capacity of each fastener in kN if the beam is constructed from a single
structural tee and a plate with fasteners at point A (as indicated in the cross-section) and the spacing of
fasteners along the beam iss = 100 mm.
c. Determine the state of stress at point B (on the web slightly below the flange), on the cross-sectional cut to
the support's left: draw the result
d. The principal stresses, the maximum in-plane shear stress, and their orientation (all at point B):
sketch the result
e. Considering the material is ductile and ov = 200 MPa, determine if the material is yielded at point B
Fixed
Connection
50 kN
k-100->
B
-0.5 m
200
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