Job No. Sheet No. Rev.
Member/Location
CALCULATION SHEET Drg. Ref.
PROJECT: Sg Muda Cal. By. HR Date Chd.
CALCULATION OF HORIZONTAL MOVEMENT
A) MOVEMENT DUE TO CREEP
∆cr = Ɛcr x L x savg
= 0.000036 x 26000 x 12
= 11.232 mm
B) MOVEMENT DUE TO SHRINKAGE
∆cr = Ɛsh x L
= 0.0002 x 26000
= 5.2 mm
C) MOVEMENT DUE TO TEMPERATURE
∆th = ɸth x L x ∆t
= 1.20E-05 x 26000 x 12
= 3.74 mm
Assume 1/2 the value of movement due to shrinkage had already taken place before the bridge is in service
Total movement due to Shrinkage and Teperature
∆S-T = 1/2 x∆cr x 1/2 x ∆cr + 1/2 x∆t
= 5.616 + 2.6 + 1.9
= 10.088 mm
Say 10 mm for bearing design purpose.
881944936.xls
Job No. Sheet No. Rev.
Member/Location
CALCULATION SHEET Drg. Ref.
PROJECT: Sg Muda Cal. By. HR Date Chd.
881944936.xls