Given the following specifications of a standard fink truss: Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular] 2 inches Diameter of the Bolt @ A: If the roller reaction at E is equal to (R = 15.36 kips), determine the following: (i) Tensile stress in the cable supporting the crate. (ii) Axial stress developed in member FC. (iii) Magnitude of the shear stress developed in the bolt at Pin A. (iv) Magnitude of the bearing stress developed @ pin A.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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MECHANICS OF DEFORMABLE BODIES (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTION LEGIBLY AND DRAW THE FBDs. ANSWER IN 2 DECIMAL PLACES. NO LONG EXPLANATION NEEDED. BOX THE FINAL ANSWER.) *Diameter of the cables supporting the crate is 1/4. Express the answers in psi. Solve item (iv) only
Given the following specifications of a standard fink truss:
Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular]
2 inches
Diameter of the Bolt @ A:
If the roller reaction at E is equal to (RE= 15.36 kips), determine the following:
(i) Tensile stress in the cable supporting the crate.
(ii) Axial stress developed in member FC.
(iii) Magnitude of the shear stress developed in the bolt at Pin A.
(iv) Magnitude of the bearing stress developed @ pin A.
A
Pin A
130⁰
8 kips
10 ft
B
F
4 ft
8 kips
60⁰
dy - 1000.
10 ft
60⁰
G
D
10 ft
30⁰
E
Transcribed Image Text:Given the following specifications of a standard fink truss: Cross Section of all the Truss Members: 6 in. wide by 3 in. thick [Rectangular] 2 inches Diameter of the Bolt @ A: If the roller reaction at E is equal to (RE= 15.36 kips), determine the following: (i) Tensile stress in the cable supporting the crate. (ii) Axial stress developed in member FC. (iii) Magnitude of the shear stress developed in the bolt at Pin A. (iv) Magnitude of the bearing stress developed @ pin A. A Pin A 130⁰ 8 kips 10 ft B F 4 ft 8 kips 60⁰ dy - 1000. 10 ft 60⁰ G D 10 ft 30⁰ E
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