A building in seismic design category C requires a horizontal irregularity analysis. Which of the following plan configurations would trigger this requirement?
Correct Answer
A) T-shaped building with significant wing projection
T-shaped buildings with significant wing projections create plan irregularities that require special analysis due to potential torsional effects during seismic events.
Why This Is the Correct Answer
ASCE 7 defines horizontal structural irregularities including Type 2 (re-entrant corners) and Type 3 (diaphragm discontinuity). A T-shaped building with significant wing projections creates re-entrant corner conditions where the wing projections exceed 15% of the plan dimension in that direction — a defined trigger for horizontal irregularity analysis. The asymmetric mass and stiffness distribution also creates potential torsional response under seismic loading.
Why the Other Options Are Wrong
Option B: L-shaped building with equal wing lengths
An L-shaped building with equal wing lengths creates a re-entrant corner, but equal wings minimize torsional effects and may not exceed the 15% projection threshold depending on proportions. The key is 'significant projection' — symmetry in an L-shape reduces irregularity concerns compared to a T-shape with large wings.
Option C: Square building with central courtyard
A square building with a central courtyard creates a diaphragm opening (Type 3 irregularity) but is not the classic re-entrant corner irregularity. The courtyard introduces diaphragm discontinuity concerns, but the plan shape itself is symmetric, reducing torsional risk.
Option D: Rectangular building with 2:1 length-to-width ratio
A rectangular building with a 2:1 length-to-width ratio is a standard, regular plan geometry. ASCE 7 does not flag simple rectangular plans as horizontally irregular regardless of aspect ratio, as long as the structure is symmetric and there are no re-entrant corners or diaphragm discontinuities.
Memory Technique
ASCE 7 Horizontal Irregularities mnemonic — 'TRDO': Torsional, Re-entrant corners, Diaphragm discontinuity, Out-of-plane offsets. The T-shaped building with big wings = Re-entrant corners = irregularity trigger. Asymmetric projections create torsion during earthquakes.
More California Questions
A contractor is installing shear walls in a residence located in Seismic Design Category D. The engineer's plans call for 15/32-inch structural sheathing with 8d nails at 6 inches on center at panel edges. The contractor wants to substitute 7/16-inch OSB with the same nailing. Is this substitution acceptable?
You are reviewing plans for a mixed-use building where the ground floor will house a restaurant with commercial kitchen equipment. The architect has specified standard residential electrical requirements throughout. What Title 24 compliance issue should you identify?
According to CBC seismic provisions, what is the concept behind the 'strong column, weak beam' design philosophy?
A residence in California has 2,800 sq ft of conditioned space. The HVAC system efficiency is 16 SEER. What is the approximate Title 24 compliance margin compared to the minimum 14 SEER requirement?
You're constructing a foundation on liquefiable soils identified in a California coastal area. The geotechnical report recommends deep foundations. Which option is most commonly specified?
A contractor is installing a heat recovery ventilation (HRV) system to comply with Title 24. The system serves a 2,000 sq ft house with 3 bedrooms. What is the minimum required ventilation rate?
During construction of a basement in sandy soil conditions, you encounter groundwater at 4 feet below grade. The basement extends 8 feet below grade. What is the critical design consideration per CBC?
During a seismic retrofit project, you discover that existing concrete has a compressive strength of 2,200 psi. The engineer specifies new anchor bolts that require 2,500 psi minimum concrete strength. What is the most appropriate action?
What is the maximum allowable notch depth in a 2x10 floor joist per CBC requirements?
You're reviewing plans for a wood-framed structure in seismic design category D. The project calls for a shear wall with 15/32-inch structural sheathing and 8d nails spaced 6 inches on center at panel edges. What is the allowable shear value per the CBC?
People Also Study
Business & Financial Management
120 questions · 70% to pass
Contract Administration
60 questions · 70% to pass
Project Management
60 questions · 70% to pass
