H30V

Current

H30 · Box

Square Truss

Truss

Combined Truss Section

Overall Height h	287 mm
Overall Width w	287 mm
Linear Density g_k	6.3 kg/m
Cross-sectional Area A	17.2 cm²
Volume per unit length V	0.082369 m³/m
Alloy / material	EN AW 6082 T6

Connection

Connector System	CCS6
Connector type	Conical

Chords

Member and chord section properties
Member / Chord	Profile	Area (A)	Second moment of area (I_y)	Elastic section modulus (W_el)	Plastic section modulus (W_pl)	Alloy
Main	Ø48 × 3 mm	4.24 cm²	10.78 cm⁴	4.49 cm³	6.08 cm³	EN AW 6082 T6
End frame	Ø16 × 2 mm	0.88 cm²	0.22 cm⁴	0.27 cm³	0.39 cm³	EN AW 6082 T6
Horizontal	Ø16 × 2 mm	0.88 cm²	0.22 cm⁴	0.27 cm³	0.39 cm³	EN AW 6082 T6
Vertical	Ø16 × 2 mm	0.88 cm²	0.22 cm⁴	0.27 cm³	0.39 cm³	EN AW 6082 T6
Diagonal	Ø16 × 2 mm	0.88 cm²	0.22 cm⁴	0.27 cm³	0.39 cm³	EN AW 6082 T6

Design Data

Axial / Section Properties

Moment of Inertia, y-axis I_y	2125.2 cm⁴
Moment of Inertia, z-axis I_z	2125.2 cm⁴
Moment of Inertia, torsion I_T	500 cm⁴
Shear area, y-axis A_vy	Not published
Shear area, z-axis A_vz	Not published
Section modulus - y-axis W_y	Not published
Section modulus - z-axis W_z	Not published

Structural Properties

Max Bending Moment, y-axis M_y,Rd	24 kNm
Max Bending Moment, z-axis M_z,Rd	24 kNm
Max Shear Force, y-axis V_y,Rd	14.73 kN
Max Shear Force, z-axis V_z,Rd	14.73 kN
Max Normal Force, x-axis N_Rd	200.86 kN

Aerodynamic Properties

Solidity Ratio, vertical φ_V	Not published
Solidity Ratio, horizontal φ_H	Not published

Load tables

Loads apply only to the stated span, arrangement and conditions. These tables share this revision’s source documents and engineering basis. Point loads are per point where indicated. Unlisted cases are not published. Loads are shown in their source units.

A

Table type: single span
Orientation: -
Support condition: -
Load application: -
Repetitive use factor: -
Deflection limit: Span / 100
Self weight included: Yes
Static loads only: Yes

Scroll across to see all load cases. Diagrams show load arrangements; the stated support conditions govern.

A — source loads and deflections
Span m	Truss weight kg	UDL Uniformly Distributed Load		CPL Centre Point Load		TPL Third Points Load, per point		QPL Fourth Points Load, per point		FPL Fifth Points Load, per point
Span m	Truss weight kg	Source load	Deflection mm	Source load	Deflection mm	Source load	Deflection mm	Source load	Deflection mm	Source load	Deflection mm
3	18.9	649 kg/m	10	1667.9 kg	8	973.4 kg	-	649 kg	-	486.7 kg	-
4	25.2	485.3 kg/m	18	1298.1 kg	15	932.1 kg	-	647.1 kg	-	485.3 kg	-
5	31.5	387.1 kg/m	28	1074.2 kg	23	749.1 kg	-	581.1 kg	-	469 kg	-
6	37.8	321.6 kg/m	41	914.4 kg	33	644.7 kg	-	488.7 kg	-	389.3 kg	-
7	44.1	255.6 kg/m	56	794.4 kg	45	564.8 kg	-	420.7 kg	-	337.3 kg	-
8	50.4	194.4 kg/m	73	700.6 kg	58	501.6 kg	-	368.5 kg	-	296.9 kg	-
9	56.7	152.4 kg/m	92	625.2 kg	74	450.2 kg	-	327 kg	-	264.5 kg	-
10	63	122.3 kg/m	114	563.2 kg	91	407.6 kg	-	293.2 kg	-	238 kg	-
11	69.3	100.1 kg/m	137	511 kg	110	371.5 kg	-	265.1 kg	-	215.7 kg	-
12	75.6	83.2 kg/m	164	466.5 kg	131	340.6 kg	-	241.2 kg	-	196.8 kg	-
13	81.9	70.1 kg/m	192	428 kg	154	313.7 kg	-	220.7 kg	-	180.5 kg	-
14	88.2	59.6 kg/m	223	394.3 kg	178	290.1 kg	-	202.8 kg	-	166.2 kg	-
15	94.5	51.2 kg/m	256	364.5 kg	205	269.1 kg	-	187 kg	-	153.6 kg	-
16	100.8	44.3 kg/m	291	337.8 kg	233	250.3 kg	-	173 kg	-	142.3 kg	-
17	107.1	38.6 kg/m	328	313.8 kg	263	233.3 kg	-	160.4 kg	-	132.2 kg	-
18	113.4	33.8 kg/m	368	292 kg	295	217.9 kg	-	149.1 kg	-	123.1 kg	-
19	119.7	29.8 kg/m	410	272.2 kg	328	203.7 kg	-	138.7 kg	-	114.7 kg	-
20	126	26.3 kg/m	454	253.9 kg	364	190.7 kg	-	129.3 kg	-	107.1 kg	-

Downloads

Approved documents for this product revision
Description	Type	State	Year	Language	Download
TÜV 44 780 13002213	Certificate	Superseded	2020	en	PDF · 277.0 KiB
TÜV 44 780 13002213	Certificate	Current	2026	en	PDF · 125.0 KiB