KMJ16203 Statics Assignment 1 – Engineering Mechanics: 2D Static Equilibrium Analysis of a Hoist Structure

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universiti malaysia perlis ( UniMAP)

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Assignment Type

Individual Assignment

Subject

KMJ16203 Statics

Uploaded by Malaysia Assignment Help

Date

05/26/2026

KMJ16203 Assignment 1

Submission Instructions

Please follow these guidelines carefully when preparing and submitting your assignment:

  • Due Date & Time: 5:00 PM on Friday, 5 June 2026.
  • The class representative may collect all the assignments and submit them together to lecturer’s office.
  • Format: The assignment must be strictly hand-written.
  • Student Details: Write your Name and Matric No. clearly at the top of the first page.
  • Working & Calculations: You must show your step-by-step solutions and calculations clearly. Do not forget to include the correct units and related directional signs (+/–) in your answers.
  • Late Penalty: Please submit on time. Late submissions will result in a deduction of marks.

(a) The inclined hoist beam in Figure 1 is designed to support two vertical loads, P1 and P2. The cable ED has a maximum tension capacity of 2000 N before it breaks. Assume the structural system is currently in static equilibrium.

KMJ16203 Statics Assignment 1 Question 1a fugure 1

Figure 1: Inclined hoist beam supporting two vertical loads.

i) Define the term “Free Body Diagram” (FBD).

(3 Marks)

ii) Based on the connections shown in Figure 1, describe the nature of the unknown support reactions that exist at pin A and cable ED.

(2 Marks)

(b) The hoist system (Figure 1) is being tested to determine its maximum safe operational limits. Given the constraint that the cable ED reaches its absolute maximum load capacity of 2000 N and the operational relationship between the lifted loads is P1 = 3P2:

i) Draw the Free Body Diagram (FBD) of the inclined beam AD.

(3 Marks)

ii) Analyse the moment equilibrium of the structural system to determine the maximum critical loads P1 and P2 it can safely support.

(6 Marks)

iii) Apply the principles of force equilibrium to calculate the magnitude of the resultant reaction force at pin A.

(4 Marks)

(c) An operator suggests sliding the load P1 down the beam from point B to point D, meaning both P1 and P2 would hang simultaneously from the far end of the beam. Evaluate the structural impact of this change. Using the principle of moments, justify whether this modification will cause the cable ED in Figure 1 to fail if the load magnitudes remain exactly the same as calculated in (b)(ii).

(3 Marks)

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Many engineering students face difficulties while completing KMJ16203 statics assignments because they struggle with free body diagrams, moment equilibrium calculations, reaction force analysis, and applying 2d static equilibrium principles correctly. some students also lose marks due to incorrect directional signs, missing units, unclear hand-written calculations, or confusion while solving structural mechanics problems step by step. if you are also finding this assignment difficult, you can choose Malaysia Assignment Help for expert academic support. our experts provide statics assignment help, and plagiarism-free engineering solutions prepared according to your course requirements. you can also explore our other UniMAP assignment examples to understand the quality of academic support we provide for engineering students.

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