Influence Lines for Beams and Trusses
Structural Analysis · FE Reference Handbook section
Handbook notes for this section
Definitions and conditions exactly as the handbook states them.
- An influence line shows the variation of an effect (reaction, shear and moment in beams, bar force in a truss) caused by moving
- a unit load across the structure. An influence line is used to determine the position of a moveable set of loads that causes the
Core formulas for this FE topic
Definitions, applicability, units, assumptions and worked examples for each relation.
This section is conceptual; there are no equations to memorise.
Worked exam-style examples
The four ways this section is written on the real exam — thoughts first, then equations, then substitution.
A symmetric pin-jointed truss of span 12 m and height 4 m carries 60 kN at the apex. Find the force in each of the two inclined top members.
Given
Symmetric geometry
Find
Force in the inclined members
Start with the thinking
- Symmetry means each inclined member carries half the vertical load.
- Resolve at the apex joint using the member slope.
Figure 1 — schematic for Truss member force by the method of joints
Step-by-step solution
Member length
Vertical component per member
Slope ratio
Member force
Result
54.1 kN compression
Why the other options are there
- 30.0 kN (vertical component reported as member force)
- 45.0 kN (horizontal projection used)
Reference: FE Reference Handbook — Statics — Trusses
For a 20 m simple span, what is the influence-line ordinate for R_A when a unit load sits 6 m from B, and what is R_A for a 150 kN axle there?
Given
Load position: 6 m from B (14 m from A)
Find
Ordinate and R_A
Start with the thinking
- The influence line for R_A is a straight line from 1.0 at A to 0 at B.
- Ordinate equals the distance from B divided by the span.
Step-by-step solution
Ordinate
Substitute
Reaction
Result
Check — R_B = 150 − 45.0 = 105 kN, consistent with the load sitting near B ✓
Why the other options are there
- η = 0.700 (measured from the wrong end)
- R_A = 75 kN (symmetric assumption)
Reference: FE Reference Handbook — Structural Analysis — Influence lines
A structural analysis problem uses Reaction from influence-line ordinate. Given moving load (P) = 16.0000 kip; influence ordinate (eta) = 0.4400, determine the reaction (R) in kip.
Given
Find
reaction (R), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except R is given, so isolate R symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that R stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning R = 7.0400 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 14.0800 — kept a factor of two that cancels in the correct rearrangement.
- 3.5200 — dropped that same factor in the other direction.
- 7.7440 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given influence ordinate (eta) = 0.5100; reaction (R) = 37.8100 kip, determine the moving load (P) in kip.
Given
Find
moving load (P), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except P is given, so isolate P symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that P stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning P = 74.1373 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 148.3 — kept a factor of two that cancels in the correct rearrangement.
- 37.0686 — dropped that same factor in the other direction.
- 81.5510 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given moving load (P) = 47.0000 kip; reaction (R) = 52.1600 kip, determine the influence ordinate (eta).
Given
Find
influence ordinate (eta)
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except eta is given, so isolate eta symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that eta stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning eta = 1.1098 to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 2.2196 — kept a factor of two that cancels in the correct rearrangement.
- 0.5549 — dropped that same factor in the other direction.
- 1.2208 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given moving load (P) = 60.0000 kip; influence ordinate (eta) = 0.3200, determine the reaction (R) in kip.
Given
Find
reaction (R), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except R is given, so isolate R symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that R stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning R = 19.2000 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 38.4000 — kept a factor of two that cancels in the correct rearrangement.
- 9.6000 — dropped that same factor in the other direction.
- 21.1200 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given influence ordinate (eta) = 0.6400; reaction (R) = 46.3500 kip, determine the moving load (P) in kip.
Given
Find
moving load (P), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except P is given, so isolate P symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that P stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning P = 72.4219 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 144.8 — kept a factor of two that cancels in the correct rearrangement.
- 36.2109 — dropped that same factor in the other direction.
- 79.6641 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given moving load (P) = 28.0000 kip; reaction (R) = 20.3800 kip, determine the influence ordinate (eta).
Given
Find
influence ordinate (eta)
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except eta is given, so isolate eta symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that eta stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning eta = 0.7279 to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 1.4557 — kept a factor of two that cancels in the correct rearrangement.
- 0.3639 — dropped that same factor in the other direction.
- 0.8006 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given moving load (P) = 31.0000 kip; influence ordinate (eta) = 0.5800, determine the reaction (R) in kip.
Given
Find
reaction (R), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except R is given, so isolate R symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that R stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning R = 17.9800 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 35.9600 — kept a factor of two that cancels in the correct rearrangement.
- 8.9900 — dropped that same factor in the other direction.
- 19.7780 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses
A structural analysis problem uses Reaction from influence-line ordinate. Given influence ordinate (eta) = 0.1000; reaction (R) = 4.0600 kip, determine the moving load (P) in kip.
Given
Find
moving load (P), in kip
Start with the thinking
- The governing relation printed in this handbook section is Reaction from influence-line ordinate.
- Everything except P is given, so isolate P symbolically first — never rearrange after the numbers are in.
- Tabulate each given with its unit and confirm the units are consistent with the relation before substituting.
- Structural Analysis items reward recognising the unknown before touching a calculator.
Step-by-step solution
Step 1 — State the governing relation:
Step 2 — Rearrange the relation so that P stands alone on the left-hand side.
Step 3
Step 4 — Substitute the given values into the rearranged relation.
Step 5 — Evaluate:
Step 6 — Check: returning P = 40.6000 kip to
reproduces the given quantities, and both sides carry the same units.
Why the other options are there
- 81.2000 — kept a factor of two that cancels in the correct rearrangement.
- 20.3000 — dropped that same factor in the other direction.
- 44.6600 — rounded an intermediate value before the final step.
Reference: FE Reference Handbook — Structural Analysis → Influence Lines for Beams and Trusses