THE MAGNITUDE OF THE DISTRIBUTED FORCE (w=X+X+X+X_kN/m) WILL BE THE SUMMATION OF ALL THE NUMBERS IN YOUR STUDENT NUMBER. The bar is pinned at A and supported by two aluminum rods, each having a diameter of 25 mm and a modulus of elasticity Eal = 70 GPa. If the bar is assumed to be rigid and initially vertical, determine the displacement of the end B when the distributed force of XXXX kN/m. is applied. B XXXX kN/m 0.3 m E -0.3 m 0.3 m 0.3 m D. 0.6 m 0.3 m

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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Department: Mechanical Engineering MENG 222 – Strength of Materials (((PLEASE solve it very very quickly ?? )))) ¶Draw neat, labelled diagrams. ¶Write relevant equations. ¶Be clear and specific and include units in answers. All thank and appreciation ?? ?
THE MAGNITUDE OF THE DISTRIBUTED FORCE (w=X+X+X+X_kN/m) WILL BE THE
SUMMATION OF ALL THE NUMBERS IN YOUR STUDENT NUMBER. The bar is pinned at A
and supported by two aluminum rods, each having a diameter of 25 mm and a modulus of
elasticity Eal = 70 GPa. If the bar is assumed to be rigid and initially vertical, determine the
displacement of the end B when the distributed force of XXXX kN/m. is applied.
B
XXXX kN/m
0.3 m
E
F
0.3 m
0.3 m
0.3 m
C
D
0.6 m
0.3 m
Transcribed Image Text:THE MAGNITUDE OF THE DISTRIBUTED FORCE (w=X+X+X+X_kN/m) WILL BE THE SUMMATION OF ALL THE NUMBERS IN YOUR STUDENT NUMBER. The bar is pinned at A and supported by two aluminum rods, each having a diameter of 25 mm and a modulus of elasticity Eal = 70 GPa. If the bar is assumed to be rigid and initially vertical, determine the displacement of the end B when the distributed force of XXXX kN/m. is applied. B XXXX kN/m 0.3 m E F 0.3 m 0.3 m 0.3 m C D 0.6 m 0.3 m
Cermaids of Conmen Shpes at Ares and Lines
Triner
Quer etrister a
Seriste
Sip
Cinda
A
Jar
Moments of Inertia of Common Geometric Shapes
-
Rectangle
- +
Triangle
1, - a
-1,- Jer
Circle
1-1,- I
Semicinle
1,-1,-
Quarter cide
Elliese
i, - muw
Transcribed Image Text:Cermaids of Conmen Shpes at Ares and Lines Triner Quer etrister a Seriste Sip Cinda A Jar Moments of Inertia of Common Geometric Shapes - Rectangle - + Triangle 1, - a -1,- Jer Circle 1-1,- I Semicinle 1,-1,- Quarter cide Elliese i, - muw
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