Glazing (C-17) · Lesson 2 of 5

Sloped Glazing and Skylights: Load Combinations

"Sloped Glazing and Skylights: Load Combinations" is lesson 2 of 5 in the Glazing (C-17) Learning Hub. It opens with "What Counts as Sloped Glass" and works through 5 short steps, then a worked example you can check yourself against.

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Steps in this lesson

  1. What Counts as Sloped Glass
  2. Glass Dead Load: D = 13 t
  3. The Three Load Combinations (Equations 24-2 to 24-4)
  4. Which Resistance You Compare To
  5. Allowed Materials, Retention Screens, and Curbs

The worked example in the course applies this lesson to a realistic job in 6 steps, from "Find the glass dead load" through "Weight and materials check".

What you'll be able to do

  • Explain the main idea of "Sloped Glazing and Skylights: Load Combinations" in plain language you can use on the exam.
  • Apply this step with confidence: "The Three Load Combinations (Equations 24-2 to 24-4)".
  • Apply this step with confidence: "Which Resistance You Compare To".
  • Apply this step with confidence: "Allowed Materials, Retention Screens, and Curbs".
  • Test yourself on the worked example and the quick-check quiz inside the classroom.
Sloped Glazing: Load Combinations20° slope from horizontalSnow S = 20 psf + inward wind Wi = 20 psfWo = 24 psfLaminated, two 1/4 in plies24 sq ft x 6.5 psf = 156 lbWORKED EXAMPLE: 4 x 6 ft laminated skylightGiven: Wi = 20, Wo = 24, S = 20 psfD = 13 x t = 13 x 0.50 in = 6.5 psfEq 24-2: 0.6(24) - 6.5 = 7.9 psfEq 24-3: 0.6(20) + 6.5 + 0.35(20) = 25.5 psfEq 24-4: 0.3(20) + 6.5 + 0.7(20) = 26.5 psfGlass resistance (ASTM E1300 chart, given):short-duration 50 psf for Eq 24-2 and 24-3long-duration 30 psf for Eq 24-47.9 ≤ 50 | 25.5 ≤ 50 | 26.5 ≤ 30Laminated with 0.030 in PVB: no retentionscreen needed (CBC 2405.2).Fg ≤ Fga for all three equations: the lite passesGoverning load 26.5 psf (Eq 24-4) against 30 psf long-duration resistanceSource: 2025 California Building Code 2404.2 (Eq. 24-2 to 24-5), 2405.2 to 2405.4CC
The diagram for this lesson, exactly as it appears in the Learning Hub.

The first steps of this lesson

Step 1: What Counts as Sloped Glass

CBC Section 2404.2 treats glass sloped more than 15 degrees from vertical (skylights, sunrooms, sloped roofs, and other exterior applications) as sloped glazing. Unlike a vertical window, sloped glass carries its own weight and snow in addition to wind, and the load that governs can be inward or outward. The glazier needs the load numbers to confirm that the lite on the shop drawing is the lite the code requires.

Step 2: Glass Dead Load: D = 13 t

Section 2404.2 defines the glass dead load D in psf as 13 times t, where t is the total glass thickness in inches of the glass panes and plies. This applies to glass sloped 30 degrees or less from horizontal; above 30 degrees from horizontal the code multiplies by cos of the slope angle. Two 1/4 in plies give t = 0.50 in and D = 13 x 0.50 = 6.5 psf. Multiply D by the lite area to get its weight for the lifting plan.

The remaining 3 steps, the worked example and the quiz are in the course. This is a preview. The full lesson, with the step-by-step explanations, a worked example and a quick-check quiz, is inside the classroom.

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