[2020] NZEnvC 170 Smith v Young.pdf [pdf, 7.8 MB]
...perm length of wall W~ have completed an addllional check on the shear and moment demand below the ground surface lo connrm !hat the cornposlte timber ancl concrete strength has suttlclent capacity. • Shear demand 2.8 m below ground surface V1,.,101•1_grouni' - 44. 71<N perm length of wall • Moment demand 2 m below ground surface Mbplow_Jlrour.c1" - 40.2 l<Nm per Iii l~ngth of wall 2.3.1 Timber Plies The proposed de11ign is for 5.5 rn long, 325 mm diameter timbe...