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Structural Engineering (SE) Examination Free Practice Test

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A 1970s brick warehouse is being converted into two stories of offices. The existing masonry walls act as shear walls, and a new timber roof with rooftop units and a brick parapet is installed. Drainage relies on edge scuppers that impound water at the low roof before overflow occurs. The exhibit summarizes estimated loads. As engineer of record, which decision best supports correct load classification, governing combinations, and a continuous load path?
ComponentEstimated load
Roof assembly dead load12 psf
Rooftop mechanical units18 kips total
Brick parapet260 lb per linear foot
Office floor live load50 psf
Flat-roof snow before adjustment25 psf
Impounded rain behind scuppers3 in water depth

Table of estimated loads for a converted two-story brick office building. Columns: Component, Estimated load. Rows: Roof assembly dead load, 12 psf; Rooftop mechanical units, 18 kips total; Brick parapet, 260 lb per linear foot; Office floor live load, 50 psf; Flat-roof snow before adjustment, 25 psf; Impounded rain behind scuppers, 3 in water depth.

Table of estimated loads for a converted two-story brick office building. Columns: Component, Estimated load. Rows: Roof assembly dead load, 12 psf; Rooftop mechanical units, 18 kips total; Brick parapet, 260 lb per linear foot; Office floor live load, 50 psf; Flat-roof snow before adjustment, 25 psf; Impounded rain behind scuppers, 3 in water depth.

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Structural Engineering (SE) Examination

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How do Structural Engineering (SE) Examination timed mock exams work?

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Every question you get wrong is collected automatically into a dedicated review set, so you can retrain exactly the items you missed rather than repeating questions you already know.

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Timed practice builds pacing and stamina. Flashcards support quick active recall, while the dashboard connects both tools to your weakest topics.

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