If At
is the area of steel cross-section, t is working stress, L is width of road and W is weight of slab
per square metre, the spacing of the tie bars for a longitudinal joint, is
(A) (100 At
× t)/WL
(B) 100 At/tWL
(C) (100 WAt
× t)/tL
(D) 100 WL/At
t
is the area of steel cross-section, t is working stress, L is width of road and W is weight of slab
per square metre, the spacing of the tie bars for a longitudinal joint, is
(A) (100 At
× t)/WL
(B) 100 At/tWL
(C) (100 WAt
× t)/tL
(D) 100 WL/At
t