Research Article

Flexural Behavior of Lattice Girder Slabs with Different Connections: Experimental Study

Table 1

Details of specimens.

GroupSpecimen IDType of precast plank jointType of connectionLocation of connectionLapping reinforcementLap length/ mm

Control groupLGS01NilNilNilNilNil
LGS02CIP stripStraight bar lapping connectionMidspanD8@150280
A (joint location)LGSA1Closely attachedStraight bar lapping connectionMidspanD8@150392
LGSA2Straight bar lapping connectionOne-third of slab lengthD8@150
B (connection detailing)LGSB1Closely attachedRectangular loop connectionMidspanD8@150200
LGSB2Closely attached with two keywaysStraight bar lapping connectionMidspan2D10 at each keyway392
LGSB3Closely attached with three keywaysStraight bar lapping connectionMidspan