Analysis and Design of Hammer Head Bridge Pier Using Strut and Tie Method
Strut Method Statement
21
hwl TEMPORARY STEEL SHEET PILES – HORIZONTAL STRUT WORKS Design Case
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Transcript of Strut Method Statement
hwl
TEMPORARYSTEEL SHEET PILES –
HORIZONTAL STRUT WORKS
Design Case
Soil Layer 1
g=16 kN/m2, c= 10 kN/m3, F=150
Soil Layer 2
g=17 kN/m2, c= 10 kN/m3, F= 250
Soil Layer 3
g=18 kN/m2, c= 5 kN/m3, F= 300