Please answer with a complete solution.Including the given, what's required, and the solution with FBD.Thank you! 6.35mmTHK. PLATEA13.34 kNCIB150mm150mm75mm22.226.3512.76.35 PROBLEM NO. 3: A BRACKET OF NEGLIGIBLE WEIGHT SHOWN IN THE FIGUREBELOW IS LOADED A FORCE OF 13.34 KN. FOR INTERCONNECTION PURPOSESTHE BAR ENDS ARE CLEVISED FORKED. PERTINENT DIMENSIONS ARE SHOWNIN THE FIGURE. FIND THE NORMAL STRESSES IN THE MEMBERS AB AND BCAND THE BEARING AND SHEARING STRESSES FOR THE PIN C. ALL PINS ARE9.5MM IN DIAMETER.6.35mmTHK. PLATEA13.34 kNC150mm150mm75mmml

Given data Force=13.34kN Diameter=9.5mm

Answered: 6.35mm THK. PLATE A 13.34 kN C IB 150mm…

Engineering

Civil Engineering

6.35mm THK. PLATE A 13.34 kN C IB 150mm 150mm 75mm 22.22 6.35 6.35 12.7 6.35

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Dimensional homogeneity

The term dimensional homogeneity means that in an equation, the dimensions of each term on both sides are equal, which means the dimensions of the left-hand side (LHS) of an equation are similar to the dimensions of the right-hand side (RHS). For a dimensionally homogeneous equation, the powers of fundamental dimensions will be identical on both sides of the equation.

Question

Please answer with a complete solution.

Including the given, what's required, and the solution with FBD.

Thank you!

6.35mm
THK. PLATE
A
13.34 kN
C
IB
150mm
150mm
75mm
22.22
6.35
12.7
6.35

PROBLEM NO. 3: A BRACKET OF NEGLIGIBLE WEIGHT SHOWN IN THE FIGURE
BELOW IS LOADED A FORCE OF 13.34 KN. FOR INTERCONNECTION PURPOSES
THE BAR ENDS ARE CLEVISED FORKED. PERTINENT DIMENSIONS ARE SHOWN
IN THE FIGURE. FIND THE NORMAL STRESSES IN THE MEMBERS AB AND BC
AND THE BEARING AND SHEARING STRESSES FOR THE PIN C. ALL PINS ARE
9.5MM IN DIAMETER.
6.35mm
THK. PLATE
A
13.34 kN
C
150mm
150mm
75mm
ml

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