# item.guide
Side-by-Side Comparison Masonry & Structural

Concrete Masonry Units (CMU) vs. Structural Steel I-Beams

Comparing 2 standards across 15 specifications. 15 key differences identified.

Comparing:
Concrete Masonry Units (CMU)
Structural Steel I-Beams

Concrete Masonry Units (CMU), commonly called cinder blocks or concrete blocks, are standardized hollow load-bearing structural blocks governed by ASTM C90. A standard nominal 8×8×16-inch block is manufactured to actual dimensions of 7-5/8 × 7-5/8 × 15-5/8 inches (194 × 194 × 397 mm), designed to incorporate standard 3/8-inch (9.5 mm) mortar joints into a precise 8-inch modular grid.

View full Concrete Masonry Units (CMU) spec sheet →

Structural steel I-beams standardized under the American Institute of Steel Construction (AISC 360) and ASTM A6 / ASTM A992 are hot-rolled load-bearing beams. Classified into Wide Flange W-Shapes (parallel inner and outer flange faces) and American Standard S-Shapes (tapered 16.67% inner flange slope), beam callouts designate nominal depth and weight in pounds per foot (e.g., W12×50).

View full Structural Steel I-Beams spec sheet →

Specification Comparison Table

15 Parameters
Parameter / Spec
Governing Standard
ASTM C90 / NCMA TEK / CSA A165.1
Standard 8" Block (Nominal)
8 × 8 × 16 inches (203 × 203 × 406 mm)
Standard 8" Block (Actual)
7-5/8 × 7-5/8 × 15-5/8 inches (194 × 194 × 397 mm)
Standard Mortar Joint Thickness
3/8 inch (9.5 mm) bed and head joints
4" Stretcher Block (Actual)
3-5/8 × 7-5/8 × 15-5/8 inches (92 × 194 × 397 mm)
6" Stretcher Block (Actual)
5-5/8 × 7-5/8 × 15-5/8 inches (143 × 194 × 397 mm)
12" Stretcher Block (Actual)
11-5/8 × 7-5/8 × 15-5/8 inches (295 × 194 × 397 mm)
Compressive Strength Minimum
ASTM C90 requires a minimum average net-area compressive strength around 1,900 PSI (13.1 MPa); most manufactured units test well above this, commonly in the 2,000–2,800 PSI range
Governing Standards
AISC 360 / ASTM A6 / ASTM A992 (Grade 50 steel: 50 ksi yield / 65 ksi tensile)
Standard Callout Format
W [Nominal Depth in inches] × [Weight in lbs per linear foot]
Example: W8×24 Dimensions
Actual Depth: 7.93" (201 mm) | Flange Width: 6.49" (165 mm) | Weight: 24 lb/ft
Example: W12×50 Dimensions
Actual Depth: 12.19" (310 mm) | Flange Width: 8.08" (205 mm) | Weight: 50 lb/ft
Example: W14×90 Dimensions
Actual Depth: 14.02" (356 mm) | Flange Width: 14.52" (369 mm) | Weight: 90 lb/ft
W-Shape Flange Profile
Parallel inner and outer surfaces (0° slope, square flanges)
S-Shape Flange Profile
16.67% (1:6 or 9° 28') tapered inner flange slope