EK192
Although the mortar, grout or fine concrete is in a highly confined state under predominantly plane stress conditions and should achieve compressive strength higher than fcd, a low design strength […]
EK191
Cementatious materials such as in-situ mortar, fine concrete or grouting are often used in the joints between load bearing elements. The nominal thickness is about 10 to 30 mm for […]
EK76
If the thickness to span ratio is less than 1/15, the shell is considered as “thin“.
EK75
A shell made of a single isotropic material with thickness to span ratio greater than 1/15 s considered as “thick“.
EK63
To minimize the effect of prying, the fasteners should be placed as close to the tee stem or outstanding angle leg as the wrench clearance will permit. In addition, the […]