file:///C:/Users/start/Downloads/Assignment%203-Fall 2024.pdf Mgmail Google Docs Google Slides YouTube Canada Computers Purchases Images Websites Courses York O Music in General Othe ssignment 3-Fall2024.pdf 3/4 - 150% + D 止 4) The composite shaft consists of a solid brass segment (1) and a solid aluminum segment (2) that are connected at flange B and securely attached to rigid walls at A and C. Brass segment (1) has a diameter of 18 mm, a length of L1 = 235 mm, and a shear modulus of 39 GPa. Aluminum segment (2) has a diameter of 24 mm, a length of L2 = 165 mm, and a shear modulus of 28 GPa. If a concentrated torque of 270 Nm is applied to flange B, determine (a) the maximum shear stress magnitudes in segments (1) and (2). (b) the rotation angle of flange B relative to support A. y N 270 N-m A (1) 235 mm B (2) 165 mm C I 5) A reinforced concrete pier supports the stringers for a bridge deck. Draw the shear and moment diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at A and B exert only vertical reactions on the pier.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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file:///C:/Users/start/Downloads/Assignment%203-Fall 2024.pdf Mgmail Google Docs Google Slides YouTube Canada Computers Purchases Images Websites Courses York O Music in General Othe ssignment 3-Fall2024.pdf 3/4 - 150% + D 止 4) The composite shaft consists of a solid brass segment (1) and a solid aluminum segment (2) that are connected at flange B and securely attached to rigid walls at A and C. Brass segment (1) has a diameter of 18 mm, a length of L1 = 235 mm, and a shear modulus of 39 GPa. Aluminum segment (2) has a diameter of 24 mm, a length of L2 = 165 mm, and a shear modulus of 28 GPa. If a concentrated torque of 270 Nm is applied to flange B, determine (a) the maximum shear stress magnitudes in segments (1) and (2). (b) the rotation angle of flange B relative to support A. y N 270 N-m A (1) 235 mm B (2) 165 mm C I 5) A reinforced concrete pier supports the stringers for a bridge deck. Draw the shear and moment diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at A and B exert only vertical reactions on the pier.
file:///C:/Users/start/Downloads/Assignment%203-Fall 2024.pdf
Mgmail Google Docs Google Slides
YouTube Canada Computers Purchases
Images
Websites Courses York O Music in General Othe
ssignment 3-Fall2024.pdf
3/4
-
150% + D
止
4) The composite shaft consists of a solid brass segment (1) and a solid aluminum segment (2)
that are connected at flange B and securely attached to rigid walls at A and C. Brass segment
(1) has a diameter of 18 mm, a length of L1 = 235 mm, and a shear modulus of 39 GPa.
Aluminum segment (2) has a diameter of 24 mm, a length of L2 = 165 mm, and a shear modulus
of 28 GPa. If a concentrated torque of 270 Nm is applied to flange B, determine
(a) the maximum shear stress magnitudes in segments (1) and (2).
(b) the rotation angle of flange B relative to support A.
y
N
270 N-m
A
(1)
235 mm
B
(2)
165 mm
C
I
5) A reinforced concrete pier supports the stringers for a bridge deck. Draw the shear and moment
diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at
A and B exert only vertical reactions on the pier.
Transcribed Image Text:file:///C:/Users/start/Downloads/Assignment%203-Fall 2024.pdf Mgmail Google Docs Google Slides YouTube Canada Computers Purchases Images Websites Courses York O Music in General Othe ssignment 3-Fall2024.pdf 3/4 - 150% + D 止 4) The composite shaft consists of a solid brass segment (1) and a solid aluminum segment (2) that are connected at flange B and securely attached to rigid walls at A and C. Brass segment (1) has a diameter of 18 mm, a length of L1 = 235 mm, and a shear modulus of 39 GPa. Aluminum segment (2) has a diameter of 24 mm, a length of L2 = 165 mm, and a shear modulus of 28 GPa. If a concentrated torque of 270 Nm is applied to flange B, determine (a) the maximum shear stress magnitudes in segments (1) and (2). (b) the rotation angle of flange B relative to support A. y N 270 N-m A (1) 235 mm B (2) 165 mm C I 5) A reinforced concrete pier supports the stringers for a bridge deck. Draw the shear and moment diagrams for the pier when it is subjected to the stringer loads shown. Assume the columns at A and B exert only vertical reactions on the pier.
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