NivaarExam Prep

22-Mec-B9 Advanced Engineering Structures

Worked solutions to 11 past sittings (2013–2019), 87 questions. Pick a sitting, or start from a topic below.

Topics across the sittings

Topics that come up in more than one sitting, taken from the headings of our worked solutions. A topic counts once per sitting.

Questions by sitting

December 2019

  1. Question 1: Thermal restraint of three bars in series
  2. Question 2: Yielding of mild steel under a triaxial stress state
  3. Question 3: Direct stress at a point of an unsymmetrical thin-walled channel
  4. Question 4: Idealised box section — shear centre and panel shear flows
  5. Question 5: Fatigue-crack growth in an edge-cracked plate
  6. Question 6: Two-segment circular torsion box
  7. Question 7: Stresses in a curved beam under combined thrust and moment

December 2018

  1. Question 1: Thermal stress in a two-segment rod between rigid supports
  2. Question 2: Yield prediction under a three-dimensional stress state
  3. Question 3: Unsymmetrical bending of a thin-walled channel
  4. Question 4: Shear centre and shear flow in an idealised nose box
  5. Question 5: Torsion of a three-cell thin-walled wing box
  6. Question 6: Sizing a square bar under combined axial force and torque
  7. Question 7: Inspection interval from fatigue crack growth
  8. Question 8: Stresses in a unidirectional composite skin panel

May 2018

  1. Question 1: Thermal stresses in a restrained two-segment rod
  2. Question 2: Crack growth life and the inspection interval
  3. Question 3: Shear centre and shear flow in an idealised wing box
  4. Question 4: Coffin–Manson fit and Miner’s cumulative damage rule
  5. Question 5: Torsion of a three-cell thin-wall box
  6. Question 6: Shear flow and bending stresses in a closed trapezoidal beam
  7. Question 7: Yield prediction by the Tresca and von Mises criteria
  8. Question 8: Shear flow, shear centre and torsion of an open I-section

December 2017

  1. Question 1: Shear flow and bending stress in a trapezoidal monocoque box
  2. Question 2: Yielding of a three-dimensional stress state by Tresca and von Mises
  3. Question 3: Coffin–Manson constants and Miner cumulative damage
  4. Question 4: Factors of safety of a tubular compression strut
  5. Question 5: Shear centre and panel shear flows of a six-boom idealised box
  6. Question 6: Paris-law crack growth and the required inspection interval
  7. Question 7: Torsion of a three-cell thin-walled box
  8. Question 8: Shear centre and shear flow of a box with a semi-elliptical leading edge

May 2017

  1. Question 1: Coffin–Manson fit and Miner cumulative damage
  2. Question 2: Yielding of a three-dimensional stress state: Tresca vs von Mises
  3. Question 3: Orthotropic lamina stiffness and its transformation
  4. Question 4: Design of a square bar under combined axial load and torque
  5. Question 5: Unsymmetrical bending of a thin-walled channel
  6. Question 6: Three-cell thin-walled box in pure torsion
  7. Question 7: Paris-law crack growth and the inspection interval
  8. Question 8: Shear centre and shear flow in an idealised wing box with a semicircular nose

December 2016

  1. Question 1: Shear flow in a two-cell torsion box with a semicircular nose
  2. Question 2: Stiffness matrices of an orthotropic lamina
  3. Question 3: Coffin–Manson fit and cumulative damage
  4. Question 4: Shear centre and panel flows of an idealised six-boom wing box
  5. Question 5: Sizing a square bar under combined axial force and torque
  6. Question 6: Unsymmetrical bending of a thin-walled channel
  7. Question 7: Three-cell wing box in pure torsion
  8. Question 8: Shear flow, shear centre and warping torque in an open I-section

May 2016

  1. Question 1: Shear flow and bending stresses in a closed trapezoidal box
  2. Question 2: Yielding of a ductile solid under a three-dimensional stress state
  3. Question 3: Coffin–Manson fit and Miner cumulative damage
  4. Question 4: Factor of safety against elastic buckling of a strut
  5. Question 5: Paris-law inspection interval for an edge crack
  6. Question 6: Shear centre and panel flows of a six-boom idealised wing box
  7. Question 7: Torsion of a three-cell thin-walled wing box
  8. Question 8: Shear centre and shear flow of a four-boom box with a semi-elliptical nose

December 2014

  1. Question 1: Shear flow, shear centre and torsion of an open I-section
  2. Question 2: Maximum bending and shear stresses in a cantilever channel
  3. Question 3: Coffin–Manson fit and cumulative fatigue damage
  4. Question 4: Thermal stress in a restrained two-material bar
  5. Question 5: Sizing a square bar under combined compression and torque
  6. Question 6: Paris-law crack growth and the resulting inspection interval
  7. Question 7: Shear centre and panel shear flows of an idealised wing box
  8. Question 8: Torsion of a three-cell thin-walled wing box

May 2014

  1. Question 1: Shear flow, shear centre and torsional overload of an open thin-walled section
  2. Question 2: Damage-tolerant inspection interval for an edge-cracked skin panel
  3. Question 3: Coffin-Manson constants from strain cycling data and cumulative damage life
  4. Question 4: Tresca and von Mises predictions for a triaxial stress state
  5. Question 5: Shear flow and peak shear stress in a two-cell torsion box
  6. Question 6: Shear centre and panel shear flows of an idealised six-boom wing box
  7. Question 7: Thermal stress and joint movement in a doubly built-in two-rod assembly
  8. Question 8: Shear centre and wall shear flows of a four-boom box with an elliptical leading edge

May 2013

  1. Question 1: Damage-tolerant inspection interval for an edge-cracked panel
  2. Question 2: Factor of safety against elastic buckling of the strut BC
  3. Question 3: Bending stress in an unsymmetrical thin-walled channel
  4. Question 4: Shear centre and shear flow of an idealised wing box
  5. Question 5: Low-cycle fatigue: strain-life fit and cumulative damage
  6. Question 6: Minimum square section under combined axial load and torque
  7. Question 7: Panel shear flows and stringer loads in a cantilever wing box
  8. Question 8: Shear flow and corner bending stresses in a closed trapezoidal box

Undated paper

  1. Question 1: Coffin–Manson constants and Miner’s cumulative damage
  2. Question 2: Yielding of a three-dimensional stress state: Tresca and von Mises
  3. Question 3: Sizing a square cantilever under combined compression and torsion
  4. Question 4: Three-cell wing box in pure torsion
  5. Question 5: Crack growth and the maintenance interval for a cracked wing skin
  6. Question 6: Shear centre and shear flow of an idealised wing box with a semicircular nose
  7. Question 7: Orthotropic lamina: reduced stiffness, ply transformation and stresses
  8. Question 8: Two-cell wing torsion box: shear flows and maximum shear stress