Profile | A | H | B | e | lX | lY | WX | WY | epl | WplX | m | σdop25G2 | σdopS480W | σdopS550W |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
cm2 | mm | mm | mm | cm4 | cm4 | cm3 | cm3 | mm | cm3 | – | MPa | MPa | MPa | |
V36 | 45.16 | 138 | 171 | 65.68 | 923 | 1229 | 127.64 | 143.74 | 61.57 | 185.72 | 1.455 | 612 | 694 | 784 |
Steel grades | n |
---|---|
25G2; 31Mn4 (Re = 340 MPa, Rm = 550 MPa) | 0.6176 |
S480W (Re = 480 MPa, Rm = 650MPa) | 0.3542 |
S550W (Re = 550 MPa, Rm = 730 MPa) | 0.3273 |
Model designation | Load scheme | ||
---|---|---|---|
I | II | III | |
(qs = 0.1 MN/m | (qs=0.1 MN/m | (qs = 0.1 MN/m | |
+ resist the side wall) | + no side wall resistance) | + qo = 0.05 MN/m) | |
A (current V36, S480W) | Smax = 310.7 MPa | Smax = 609.1 MPa | Smax = 327.3 MPa |
B (proposed V36, S480W) C (proposed V36, S550W) | Smax = 268.2 MPa | Smax = 578.3 Mpa | Smax = 262.6 Mpa |
Steel grades | Ys | Re min. (MPa) | Rm min. (MPa) |
---|---|---|---|
25G2; 31Mn4 | 1.15 | 340 | 550 |
S480W | 1.25 | 480 | 650 |
S550W | 1.25 | 550 | 730 |
Model designation | Arch support | Section | Steel grade |
---|---|---|---|
A | Current | V36 | S480W |
B | Proposed | V36 | S480W |
C | Proposed | V36 | S550W |
Model designation | Load variant | |||||
---|---|---|---|---|---|---|
I (roof load + wall resistance) | II (roof load + no side wall resistance) | III (roof load + side load) | ||||
A (current V36, S480W) | Fmax = 669 kN | 100% | Fmax = 342 kN | 100% | Fmax = 636 kN | 100% |
B (proposed V36, S480W) | Fmax = 774 kN | 115% | Fmax = 360 kN | 105% | Fmax = 792 kN | 124% |
C (proposed V36, S550W) | Fmax = 877 kN | 131% | Fmax = 407 kN | 119% | Fmax = 896 kN | 140% |