An Experimental Study of Welded Bar Sleeve Wall Panel Connection under Tensile, Shear, and Flexural Loads

International Journal of Concrete Structures and Materials

Table 3 Size of wall panels for shear and flexural tests.

	Shear test	Flexural test
Position of lateral load	At just above the dry pack connection	At 100 mm height above the dry pack connection
Thickness of panels	150 mm
Size of lower panel	1200 × 600 mm
Size of upper panel	1200 × 600 mm	1200 × 1200 mm
Thickness of dry pack	25 mm