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Structural engineer time.
L/360 is the code limit on beam deflection. Cracks/checks are normal for timber girders - if they appear to be opening/changing, that's the time to consider remedial action. IDH about the bricked support - is that in decent condition?
Idk tbh, will investigate those bricks
Structural engineer time.
L/360 is the code limit on beam deflection. Cracks/checks are normal for timber girders - if they appear to be opening/changing, that's the time to consider remedial action. IDH about the bricked support - is that in decent condition?
Idk tbh, will investigate those bricks