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Subject: Civil

FE Case E-050: The Channel That Carried 5.69 Cubic Meters per Second
September 20, 2026

The Channel That Carried 5.69 Cubic Meters per Second

Hydraulic radius is not automatically equal to flow depth. Manning discharge depends on area, wetted perimeter, roughness, and slope.

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FE Case E-049: The Faster Pipe Section That Lost 16 kPa of Pressure
September 20, 2026

The Faster Pipe Section That Lost 16 kPa of Pressure

A horizontal pipe can still lose static pressure when the flow accelerates because velocity head increases.

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FE Case E-048: The Pipe That Halved Its Diameter and Quadrupled Its Velocity
September 20, 2026

The Pipe That Halved Its Diameter and Quadrupled Its Velocity

Halving pipe diameter reduces area to one-quarter, so constant-flow velocity becomes four times larger.

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FE Case E-047: The Tank Gauge That Read 58.9 kPa at 6 m
September 20, 2026

The Tank Gauge That Read 58.9 kPa at 6 m

Zero velocity does not mean zero pressure. A static water column develops pressure that increases with depth.

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FE Case E-046: The Column That Buckled Near 497 kips
September 20, 2026

The Column That Buckled Near 497 kips

A slender column can lose stability before material strength is exhausted. Effective length enters Euler load as a squared term.

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FE Case E-045: The Beam Moment That Peaked at 75 kip-ft, Not 300
September 20, 2026

The Beam Moment That Peaked at 75 kip-ft, Not 300

The uniform load resultant is useful for reactions, but its moment about a support is not the beam’s maximum internal bending moment.

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FE Case E-044: The Floor Beam That Was Loaded at 400 lb/ft, Not 50
September 20, 2026

The Floor Beam That Was Loaded at 400 lb/ft, Not 50

A floor pressure cannot be applied directly as a beam line load. Tributary width converts psf into plf.

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FE Case E-043: The Truss Diagonal That Carried More Than the Support Reaction
September 20, 2026

The Truss Diagonal That Carried More Than the Support Reaction

An inclined truss member can carry more axial force than the vertical reaction component it provides.

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FE Case E-042: The Beam Reactions That Refused to Split 50-50
September 20, 2026

The Beam Reactions That Refused to Split 50-50

Support reactions depend on where the loads act. Force balance alone cannot determine the distribution.

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FE Case E-041: The Two Cables That Each Carried 10 kN
September 20, 2026

The Two Cables That Each Carried 10 kN

Equal load sharing does not mean the inclined cable tension equals half the vertical load.

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