thread507-511457
Above thread is closed now but I developed the attached detail for Metflor60 when internal non-loadbearing blockwork partitions are to be restrained whilst running parallel with the deck ribs. Intention is to give maximum flexibility for head restraint using proprietary...
Some thoughts (right or wrong) on resisting combined shear and tension in holding down bolts...
I am aware that it is not recommended to take out shear and tension forces in a column baseplate via the holding down bolts only, the preference being to recess a pocket in the foundation or by...
