Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs

Figure 15

Distribution of shear lag coefficient. (a) Section A-A for S1. (b) Section B-B for S1. (c) Section A-A for S11. (d) Section B-B for S11.

(a)

(b)

(c)

(d)