First Principles: Essential Mechanics & Structural Review

Exam #2 · Created by User CE-HHCRM on Sep 29, 2026 · 1:36 PM

15 items · 60 minute time limit

Situation:

A symmetric triangular truss spans \( 4\ \text{m} \) between a pin support at \( A \) and a roller support at \( B \), with apex \( C \) located at mid-span and a height of \( 1.5\ \text{m} \) above \( AB \). A single vertical load \( P = 33\ \text{kN} \) is applied at joint \( C \) as shown.

situation-3_simple-truss-three-members

Question 1
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What is the vertical reaction at each support, \( R_A \) and \( R_B \) (in kN)?

Question 2
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What is the compressive force in each inclined member, \( AC \) and \( BC \) (in kN)?

Question 3
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What is the tensile force in the bottom chord, \( AB \) (in kN)?

Situation:

A block weighing \( W = 322\ \text{N} \) rests on a plane inclined at \( \theta = 30^\circ \) to the horizontal as shown. The coefficient of static friction between the block and the plane is \( \mu_s = 0.65 \).

friction_block-inclined-plane-given

Question 4
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What is the normal force \( N \) acting on the block (in N)?

Question 5
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What friction force \( f \) is required to keep the block in equilibrium (in N)?

Question 6
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What is the factor of safety against sliding?

Situation:

A simply supported beam \( AB \), span \( L = 4\ \text{m} \), carries a uniformly distributed load \( w = 6\ \text{kN/m} \) over its entire length.

Question 7
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What is the reaction at each support (in kN)?

Question 8
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What is the maximum bending moment, at midspan (in kN·m)?

Question 9
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What is the shear force at a quarter-span from support A (in kN)?

Situation:

A steel rod \( 20\ \text{mm} \) in diameter and \( 2\ \text{m} \) long is subjected to an axial tensile load \( P = 12\ \text{kN} \). Use \( E = 200\ \text{GPa} \) for steel.

Question 10
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What is the axial stress in the rod (in MPa)?

Question 11
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What is the axial strain (in microstrain, \( \times 10^{-6} \))?

Question 12
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What is the total elongation of the rod (in mm)?

Situation:

A cantilever beam, fixed at \( A \) and free at \( B \), has a length \( L = 2\ \text{m} \) and carries a concentrated load \( P = 11\ \text{kN} \) at the free end \( B \). Use \( E = 200\ \text{GPa} \) and \( I = 80\times10^{6}\ \text{mm}^4 \).

Question 13
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What is the slope at the free end \( B \) (in radians)?

Question 14
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What is the deflection at the free end \( B \) (in mm)?

Question 15
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What is the deflection at midspan (in mm)?

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