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Member type

Section shape

Dimensions

Width, b

mm

Overall depth, D

mm

Section preview

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Defined sections

Sections available for assignment to beam and column elements.

0 sections

Section ID	Member	Shape	Dimensions	MPa

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Load Combinations

Load Combination Data

Load Combination Name

Define Combination of Load Case Results

Load Case

Multiplier

Load Case	Multiplier

Combo ID	Load Case	Factor
LC-1.0OW+1.0PT
	OW	1.00
	PT	1.00
LC-1.15OW+1.15PT
	OW	1.15
	PT	1.15
LC-0.9DL+1.1PT
	OW	0.90
	SDL	0.90
	PT	1.10
LC-1.35DL
	OW	1.35
	SDL	1.35
LC-1.2DL+1.5LL
	OW	1.20
	SDL	1.20
	LL	1.50
LC-1.0DL+0.4LL+PT
	OW	1.00
	SDL	1.00
	LL	0.40
	PT	0.90

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Load Assignments

Load Case

Span ID

Length =

Loads within Span (-ve = down)

Point Loads

Dist. From N1

UDL Load

Load Cases

Case Name

Load Case	Scale Factor
PT	1
OW	1
SDL	1
LL	1

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Load Case

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Materials & Criteria

Beam Type
f'cp (N/mm²) - at transfer
f'c (N/mm²) - final
ft (N/mm²) Conc. Tension Stress
Maximum I Ratio (Clause 8.5.3.1)
Basic Creep Coef. φcc.b
Shringkage Strain εcs (30 Years)
Age Adjustment Factor
fy (N/mm²) - flexure
fyv (N/mm²) - shear
fpb (N/mm²) - strands
fpb reduction (clause 3.3.1)

Strand (7 Wire Ordinary AS/NZS 4672.1)
No. of Strands (Per Tendon)
No. of Tendons (even spacing)
Reverse Parabola Radius (mm)
Stressing Location

Top Cover mm (Min)
Bottom Cover mm (Min)
Environment (Clause 3.1.8.3)
Load Application - days
Draw In Magnitude mm
μ (friction coef. - clause 3.4.2.4)
βb (wobble effects - cl. 3.4.2.4)

Diagrams

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Define Sections

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Load Cases

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Materials & Criteria

Diagrams

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