Tapered H Beam : Variable Depth 800→930 mm, Q355B,
Tapered (variable-depth) H beams are welded built-up sections where beam height changes along the span — deeper at supports where moment is highest, shallower mid-span where it is not. Below is member GL3-2 from an actual fabrication drawing.

Basic Specs
| Item |
Value |
| Member ID |
GL3-2 |
| Quantity |
2 pcs |
| Unit weight |
2,028 kg |
| Total weight |
4,055.4 kg |
| Material |
Q355B |
| Total length |
~13,000 mm |
| Depth at left end |
800 mm |
| Depth at right end |
930 mm |
| Web thickness |
12 mm |
| Flange size |
PL14×250 (t×w) |
Section Composition
The beam is a tapered welded H section:
| Part |
Spec |
Length |
Weight |
| Web plate |
PL12, tapered (800→930 mm) |
12,998 mm |
975.9 kg |
| Top flange |
PL14×250, constant |
13,059 mm |
358.8 kg |
| Bottom flange |
PL14×250, tapered slope |
~12,000 mm |
328.8 kg |
| End plate (left) |
PL20×250×800 |
800 mm |
62.8 kg |
| End plate (right) |
PL28×350×930 |
930 mm |
71.5 kg |
| Stiffeners |
L-40, LP-16 etc. |
— |
~120 kg |
Beam depth increases from 800 mm at left to 930 mm at right, matching the bending moment diagram.

Advantages
- Material efficient — deeper only where needed; saves 15–25% steel vs uniform deep section
- Lower self-weight — lighter beam reduces column and foundation loads
- Matches moment diagram — section depth follows bending moment, no wasted material
- Clearance friendly — shallower mid-span provides more headroom
- Custom fabrication — any depth profile possible, tailored to project loads
Disadvantages / Limitations
- Higher fabrication cost — tapered web requires cutting and welding, more labor
- Not standard mill product — must be shop-fabricated, longer lead time
- Complex connections — tapered ends need custom end plates and bolt layouts
- Web buckling risk — thinner web at shallow sections needs stiffener design
- Not reversible — cut to specific span, cannot be reused elsewhere easily
Typical Applications
- Portal frame buildings — rafter beam of single-slope or multi-span factory
- Long-span warehouses — 15–30 m span where mid-span depth can be reduced
- Canopy & porch structures — tapered rafter for sloped roof appearance
- Bridge girders — small span road/rail bridge where haunched supports needed
- Industrial platform beams — where headroom varies along the span

Fabrication Notes
- Web cut by CNC plasma/oxy-fuel to tapered profile
- Flange welded to web by automatic submerged-arc welding
- Stiffeners placed at supports and load points
- End plates welded, drilled for bolted connection
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