Quantification of variant VWF splice forms
Patient (mutation) . | Splice form . | % of BOECs VWF RNA under static conditions . | % of BOEC VWF RNA under 50 dynes/cm2 shear stress . |
---|---|---|---|
V70 (c.3538G>A) | WT | 2 ± 0.6 | 98 ± 1** |
23del | 22 ± 7 | 0 ± 0** | |
26del | 64 ± 3 | 2 ± 1** | |
23/26del | 11 ± 8 | 0 ± 0.5* | |
T151 (c.5842+1 G>C; c.3939G>A) | WT | 41 ± 8 | n/a |
33del | 15 ± 3 | n/a | |
33-34del | 44 ± 4 | n/a | |
T152 (c.5842+1 G>C) | WT | 51 ± 7 | 22 ± 9** |
33del | 22 ± 11 | 68 ± 13** | |
33-34del | 27 ± 5 | 10 ± 1** | |
V447 (c.6599-20 A>T) | WT | 97 ± 31 | 40 ± 3* |
38del | 2 ± 0.85 | 60 ± 5* | |
V449 (c.6599F-20 A>T) | WT | 97 ± 31 | 2 ± 2* |
38del | 3 ± 4 | 98 ± 22* | |
Normal BOECs (N = 3) | WT | 86 ± 0.9 | 65 ± 3* |
23del | 0 ± 0 | 0 ± 0 | |
26del | 0 ± 0 | 0 ± 0 | |
23/26del | 0 ± 0 | 0 ± 0 | |
33del | 13 ± 0.3 | 34 ± 3* | |
33-34del | 0 ± 0 | 0 ± 0 | |
38del | 0 ± 0 | 0 ± 0 |
Patient (mutation) . | Splice form . | % of BOECs VWF RNA under static conditions . | % of BOEC VWF RNA under 50 dynes/cm2 shear stress . |
---|---|---|---|
V70 (c.3538G>A) | WT | 2 ± 0.6 | 98 ± 1** |
23del | 22 ± 7 | 0 ± 0** | |
26del | 64 ± 3 | 2 ± 1** | |
23/26del | 11 ± 8 | 0 ± 0.5* | |
T151 (c.5842+1 G>C; c.3939G>A) | WT | 41 ± 8 | n/a |
33del | 15 ± 3 | n/a | |
33-34del | 44 ± 4 | n/a | |
T152 (c.5842+1 G>C) | WT | 51 ± 7 | 22 ± 9** |
33del | 22 ± 11 | 68 ± 13** | |
33-34del | 27 ± 5 | 10 ± 1** | |
V447 (c.6599-20 A>T) | WT | 97 ± 31 | 40 ± 3* |
38del | 2 ± 0.85 | 60 ± 5* | |
V449 (c.6599F-20 A>T) | WT | 97 ± 31 | 2 ± 2* |
38del | 3 ± 4 | 98 ± 22* | |
Normal BOECs (N = 3) | WT | 86 ± 0.9 | 65 ± 3* |
23del | 0 ± 0 | 0 ± 0 | |
26del | 0 ± 0 | 0 ± 0 | |
23/26del | 0 ± 0 | 0 ± 0 | |
33del | 13 ± 0.3 | 34 ± 3* | |
33-34del | 0 ± 0 | 0 ± 0 | |
38del | 0 ± 0 | 0 ± 0 |
N = 3; *P < .05; **P < .01; ***P < .001 comparing transcripts ratios between BOECs grown under static conditions vs under 48-hour subjection to shear stress at 50 dynes/cm2. n/a represents BOECs with proliferative and adhesive properties that did not permit evaluation under high shear rates.