Week 4 Challenge

Given Date:

Abutment Wall Height = 5 Mtr

Backfill Soil =7Mtr

Ground Level at 3M above top of foundations.

Sol:-

open Staad pro

Draw Pier

Draw Aboutment

& Going To Loading option

& Add the EarthPressure

& Soil Load on Foundaction

= P1 = 18*3=54 KN/M2

=P2 = 18*7 =126 KN/M2

Pier Load

K1 =0.350*(19-10)*1.5=9.45 KN/M2

K2 = 0.350*(19-10)*7 = 31.5 kn/m2

Draw the Load in Pier & Foundaction

Going to the run analysis

Difflection on the pier & Aboutment.

Foundation Load

& Attach the Staad Pro file

Thank You .