loading
Performance features
1.Hidden mounting brackets, no screw penetration on the surface
2.The bracket features a sliding structure, which allows a slight movement caused by thermal expansion and contraction of the metal panel after engagement, thereby preventing structural damage caused by stress buildup that cannot be released.
3.Roof panels, fasteners, and other accessories are pre-punched for accurate alignment and neat finishing.
4.The panel features vertical ridges on one side and corresponding grooves on the other for engagement. Ridges are 70mm tall, which gives it a good drainage ability and our adhesive equipment can provide pre-applied sealing adhesive for joints to prevent leakage under any harsh weather conditions
5.Experienced engineers working with equipment that is safely transported in crates to guarantee reliable on-site installation.
Technical Specifications
Material Characteristics Table for MR468 prefabricated roof system
Effective width(mm) | Width at full expansion(mm) | Utilization | Panelthickness(mm) | Weight per square meter(kg/m2) | Sectional moment of inertia(cm4/m) | Section Modulus(cm5/m) | |
Wx1 | Wx2 | ||||||
468 | 600 | 78% | 0.5 | 5.03 | 34.91 | 21.67 | 6.47 |
0.6 | 6.04 | 41.82 | 25.90 | 7.76 | |||
0.7 | 7.04 | 48.74 | 30.11 | 9.04 | |||
Table of Load without extra support and thermal performance specifics for MR468 prefabricated roof system
Thickness(mm) |
| Type of support | Load direction | Load(KN/m²)/rafter spacing(mm) | |||||
0.5 | 1.0 | 1.5 | 2.0 | 2.5 | 3.0 | ||||
0.5 | 345 | Multi-span | External force | 3701 | 2785 | 2274 | 1969 | 1761 | 1608 |
Internal force | 3196 | 2536 | 2216 | 1969 | 1761 | 1608 | |||
0.6 | External force | 3872 | 3052 | 2492 | 2158 | 1930 | 1762 | ||
Internal force | 3394 | 2694 | 2353 | 2138 | 1930 | 1762 | |||
0.7 | External force | 4023 | 3294 | 2690 | 2329 | 2083 | 1902 | ||
Internal force | 3571 | 2835 | 2476 | 2250 | 2083 | 1902 | |||
Note:strength is calculated under both positive and negative pressure conditions,whereas deflection span is only considered for positive pressures.
The selected deflection-span ratio is L/150.
2025-11-29
2025-11-29
2025-11-29